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Home My WebLink AboutProduct approvals '='v -+j - h •�E.^fir �} al'•T A ,,, �?•-.�.t�i L S.ra _..r �3^'r � .S,a$Ta%a rri �,;,$ �Y'.� aS � ��i 1° + ,�j ' s ar1 � M � at1~.- a.,;+, ;s"-`m v'�«^t L5 � N h '' � 'i•, '":g'�r .r�z- p i s,l-i#}T-1'W �v -$•�'�a,� g 1 a of d�r rE��L -�-s �-e�vw ,I,� ��:, *.�..-� �: I --fin 3J a ry .1.s^i. �td! 3e. x•-yr,:. ' ',,r ar,'tr-' off., ,r s tt, j t c Sti, r!F4 m-4: .,a .$,�sx ECIS Home^? Log In { User Registration Hot Topics Submit Surcharge Slats'&Facts Publications FBC Staff BCIS Site Ma Links Starch Business,`�� Professional ' Product ubliicc Approval Rea u Id 11-1,011 Pry<lun Approval Menu�Prmtluct or 4noliration Seared>Application List>Application Detail RECEIVED FL# FL9777-R7 JAN 13 2017 Application Type Revision PER.MITTIUG Code Version 2014 Application Status Approved St. Lucie County, FL THESE FLANS AND ALL PROPOSED 1 ORK Comments ARE SUBJECT TO ANY CORRECTIONS Archived REQUIRE®BYFIELD INSPECTORS Tj1AT 15-v MAYON NECESSARY-IN OR®EIS Product Manufacturer Owens Corning ¢ TO Address/Phone/Email One Owens Cornin Parkway �a 9 y �s�® Toledo, OH 43659 Mr (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative 11 V Address/Phone/Email T.LLTC-n COUN'-aTY BUILPr`'O DMI SION REVIEWED FOR COli�il IANCE Quality Assurance Representative REVIEWED � j Address/Phone/Email DATE \ PLANS AN PERMIT MUST BE KEPT ON JOB Category Roofing OR NO INSPECTION WILL BE MADE. Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the 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 EL9777 R7 COI OCR14002 4A FB --2014 Evaluation Report Weatherlock Non-HVHZ - final.odf Referenced Standard and Year(of Standard) Standard Year ASTM D 1970 2009 ASTM G 155 2005 TAS 103 1995 UL1897 2004 Equivalence of Product Standards Certified By Sections from the Code CON Product Approval Method Method 1 Option D ` Date Submitted 04/19/2016 Date Validated 04/20/2016 Date Pending FBC Approval 04/21/2016 Date Approved 06/08/2016 Summary of Products FL# s Model,Number or Name Description 1 9777.1 Weatherlock G Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R7 11 OCR14002.4A FBQ 2014 Evaluation Report Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ- final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports FL9777 R7 AE OCR14002AA FBC 2014 Evaluation Report Weatherlock Non-HVHZ- final. dfdf Created by Independent Third Party: Yes 9777.2 Weatherlock MAT Waterproofing Underlayment Limits of Use Installation Instructions { Approved for use In HVHZ: No FL9777 R7 I[ OCR14002 4A FBC 2014 Evalu lion Report i Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ - final ndf Impact Resistant:N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other.See evaluation report for limits of use. Evaluation Reports FL9777 R7 AE OCR14002AA FBC 2014 EV7luaLiur, Report I Weatherlock Non-HVII7 - final.p0i Created by Independent Third Party: Yes ; 9777.3 WeatherLock Metal Weatherproofing Underlayment Limits of Use Installation Instructions i Approved for use in HVHZ: No FL9777 R7 11 OCR14002AA FBC 2014 Ev4tIUajion Rep r I Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ -final pdf Impact Resistant: N/A Verified By: Zachary R, Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports j EL9777 R7 AE OCRl4002 an FBC 014 Evaluation Reoort i Weatherlock Non-HVHZIfjo pdf Created by Independent Third Party: Yes 9777.4 I WeatherLock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL tall R7 Ii OC Instructions FBC 2014 Evaluation Report Approved for use outside HVHZ: No i Weatherlock Meto.-LIjyHZ- finai.adf Impact Resistant:N/A Verified By: Zachary R. Priest PE-74021 Design Pressure:N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports FL9777 R7 AE OCR14002.48 FBC 2014 E_valuation Report Weatherlock Metal HVHZ -final pdf I Created by Independent Third Party: Yes ......... 9777.5_ WeatherLock Specialty Tile&Metal (Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No E12777 R7 11 OCR1nQQZ,4A FBC 2014 FLUtII ion Rr tlrt Approved for use outside HVHZ:Yes Weatherlock Non-liVFl7 - final � Impact Resistant: N/A Verified By: 'Zachary R. Priest 74021 Design Pressure: +0/-105 Created by Independent Third Party: Yes it Other:See evaluation report for limits of use. Evaluation Reports FL9777 R7 AE OCRIJOQ2.AA FBC 2014 Evaluation Report I Weatherlock Non-HVHZ - final ndf Created by Independent Third Party: Yes contact lls:;19-10 North Monroe Street Tallahassee FL 32399 Phone:850-487.1824 The Stale of Florida is an AA/EEO employer.Convrinht 2007-2013 State of Florida. ::Privacy Statement::Arcessibility St m•n ::Rerund Statement I ' '- Certific e ri 29 4 ' 20 dinbur N �� R. gh Drive I Tampa, FL 33647 z (813)480-3421 TECHNICAL SERVICEs, LLC EVALUATION REPORT FLORIDA BUILDING CODE 5'"EDITION(2014) Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued April 19, 2016 1 Owens Corning Parkway Toledo,OH 43657 (800)438-7465 www.owenscorn ingcom Manufacturing Location: Brentwood,NH Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1504.3.1,1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3. 1507.4.5, 1507.4.5.2, 1507.5.3, 1507.5.3.2, 1507.7.3, 1507.7.3.2 Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST6049) NEI-039-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) NEI-042-02-01REV2 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) NEI-045-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST6049) NEI-045-02-01 ASTM G 155 2005a PRI Constriction Materials Technologies(TST6049) NEI-053-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST6049) NEI-053-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST6049) NEI-093-02-02 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) OGF-213-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies(TST6049) OCF-237-02-01 UL 1897 2004 PRI Construction Materials Technologies(TST5878) OCF-252-02-01 ASTM D 4798 2001 PRI Construction Materials Technologies(TST6049) OCF-252-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST5878) OCF-253-02-02 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) OCF-272-02-01 TAS 103 1995 PRODUCT DESCRIPTION AND LIMITS OF USE WeatherLock@ G WeatherLock®G is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied in 2-sq.rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLock® G is permitted to be used with mechanically fastened asphalt shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLock®Mat WeatherLock® Mat is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in i- sq. rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLock®Mat is permitted to be used with mechanically fastened asphalt shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 30 days. OCR14002AA FL9777-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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. {-`r OWEi IS CORM G U A A TL - CREEKLt; WeatherLock@ Set= ea ing Ice&Water Barriers TECHNICAL SERVICES, LLC WeatherLock@ Metal WeatherLock@ Metal is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The product is supplied in 2.0 sq.rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLock@ Metal is permitted to be used with mechanically fastened asphalt shingles, metal roof panels or shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 90 days. WeatherLock@ WeatherLock@ Specialty Tile & Metal is an ASTM D 1970 self-adhesive underlayment Specialty Tile&Metal constructed from SBS modified asphalt and surfaced with a non-woven polyester fabric. The product is supplied in 2,14 sq.rolls with nominal dimensions of 3-ft x 71.3-ft. WeatherLock@ Specialty Tile&Metal is permitted to be used with mechanically fastened asphalt shingles, clay or concrete tile, metal roof panels or shingles, wood shakes or 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 3MTM 2-Component Foam Roof Tile Adhesive AH-160 (3M Company) or TILE BONDT"' Roof Tile Adhesive(The Dow Chemical Company). 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 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" end laps staggered 6-ft. from preceding course. End laps for WeatherLock®Specialty Tile& Metal shall be primed with ASTM D 41 primer or seated 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@ 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. OCR14002.4A FL9777-R7 Page 2 of 4 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. i OWENS CORNING ROOFING AND ASPHALT LLC CREEDWeatherLock®Self-Sealing Ice 8 Water Barriers TECHNICAL SERVICES, LLC WIND RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underlayment System No.1 Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c. Underlayment: WeatherLock® Specialty Tile & Metal shall be applied in accordance with manufacturers installation instructions to the fastened deck and backnailed along the selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1-5/8-inch fd tin caps spaced 12" o.c. The applied underlayment shall be rolled with a minimum 751b steel roller immediately following application. Maximum Design -105 psf Pressure: GENERAL LIMITATIONS 1) This evaluation report is not use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 5) The space under the deck area shall be.properly ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Design wind load pressures shall be determined for components and cladding in accordance with FBC 1609. 9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind load pressures for components and cladding. 10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads determined for the roof assembly. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. OCR14002AA FL9777-R7 Page 3 of 4 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. OWENS CORNING ROOFING'AND ASPHALT LLC CREEKWeatherLock®Self-Sealing Ice&Water Barriers TECHNICAL SERVICES, LLC COMPLIANCE.STATEMENT ,.._ The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5°i Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer./�� ,,�ttttttettttt��, 201 V.0 T. 19 `v� PRY R. ��-.•• F . e �� 15:51 :11 No 74021 -04t00' ► 3 STATE OF :�44J� ;0T••. p P.•� / Zachary R. Priest, P.E. R�. C? Florida Registration No. 74021 Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE 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. END OF REPORT OCR14002AA FL9777-R7 Page 4 of 4 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. �ILE COPY MIAM1•�E�y° RECEIVED a JAN 13 2017 PRODU TICON'TROL SECTION UNTY DEPARTMENT OF REGl?LATORY AND ECONOMIC RESOURCES(RER) PERMITTING 11805 SW 26 Street.Room 208 BOARD AND CODE ADMINISTRATION DIVISION St. Lucie County, FL Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w�rw.miamidadr.Zov/cconumv JA Taylor Roofing 302 Melton Drive Ft. Pierce,FL 34982 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Edge-Loc 1.0 x 16"wide x 24 ga. Steel Panel over Wood Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 13-1015.05 and consists of pages 1 through 5. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 14-0416.01 MIAMI•DAD;COUNTY p��If�,/Zpf[� Expiration Date: 01/09/19 / Approval Date: 06/05/14 Page 1 of 5 0 Ir FILE COPY ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Metal, Panels(Non-Structural) Materials: Steel Deck Tvpe: Wood Maximum Design Pressure —101 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description • Edge-Loc 1.0 Length: various TAS 110 Corrosion resistant, prefinished, coated Width: 16" galvanized, galvalume, standing seam,metal Height: 1" panels. Thickness 0.024" (24 ga.) Min. Yield Strength: 50 ksi Trim Pieces Length: varies N/A Corrosion resistant, prefinished, coated Width: varies galvanized,galvalume, standing seam, metal Thickness 0.024" (24 ga.) panels. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Valspar 433X515 ASTM B 117 11/21/11 433B173 ASTM D 4587,ASTM G 23 11/21/11 Force Engineering&Testing 72-0314T-06A-C TAS 125 03/24/07 Inc. Farabaugh Engineering and T158-07A TAS 100 04/14/07 Testing Inc. NOA No.: 14-0416.01 MIAMI•DAD;COUNTY Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 2 of 5 FILE co I APPROVED ASSEMBLIES: System: Edge-Loc 1.0 Panel x 16 Wide x 24 ga. Steel Deck Type: Wood,Non-Insulated Deck Description: New Construction 19/32"or greater plywood or wood plank, or for re-roofing 15/32" or greater plywood. Slope Range: 2: 12 or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring shank nails spaced 6"o.c. In reroofing, where the deck is less than 19/32"thick(Minimum 15/32")The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side-lap and 6" end-laps. Underlayment shall be fastened with corrosion resistant tin-caps and 12 gauge I %4"annular ring-shank nails, spaced 6"o.c. at all laps and two staggered rows 12"o.c. in the field of the roll. Or,any approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation# 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with PAC Contractors Association's current published installation instructions. Metal Panels and Install the "Edge-Loc 1.0 Panel" and accessories in compliance with the current published Accessories: installation instructions and details in PAC Contractors Association's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Panels shall be secured at a spacing listed below in Table A with #10-13 x 1" pancake head screws of sufficient length to penetrate through the sheathing a minimum s/16 of an inch. The adjacent panel shall overlap and be secured to each other when The female rib of panel is snapped over the male rib of panel. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —59.75 psf —101 psf Maximum Screw Spacing 16" o.c. 6.75" o.c. 1. Extrapolation shall not be allowed NOA No.: 14-0416.01 MIAMI•DAD;COUNTY Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 3 of 5 .-L FILE COPI SYSTEM LIMITATIONS I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field,perimeters, and corners).Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters,extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All'panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, and the following statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. Ml MI•DADE COUNTY 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 6. Panels may be shop or jobsite roll formed with machine model#5521095 or 7031100 from PAC Contractors Association. NOA No.: 14-0416.01 MIAM4DAD;COUNTY Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 4 of 5 Y FILE PROFILE DRAWINGS 16" Fastener Relief, Stiffening Ribs and Striations are Optional e 1 i Field Condition e 0 0 0 FASTENER o SPACING AS PER TABLE A HEREIN EDGE-LOC 1.0 PANEL SYSTEM END OF THIS ACCEPTANCE NOA No.: 14-0416.01 QMIAMMI-D�ADECO= Expiration Date: 01/09/19 Approval Date: 06/05/14 Page 5 of 5