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zo ,`. , PRODUCT . . . . , . Gulfc> SUPPLY & MANUFACTURING ru IUD-- 9 . • • ROOF • • • . OVER 15/32" PLYWOOD* FLORIDA . , . • . • , APPROVAL . . . • . i•. . 11651.13 R2 FM I•C:i. Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 15h2" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to. Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi "" r'!•_-111 Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage ib Height: 3/s" Major Rib Pane[•Fastener: 49-15x1.5" with sealingwashing in the flat of the panel or approved equal, �J P i '/a" minimum penetration through plywood. iCorrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table"A" y� { GLe' s',rr f,�P T mf$.f+�� ^{"'tk.F.::.., MOVIE j � Fastener Pattern 12"-12" 9.5"-2"-9.5" Design Pressure includes a Safety Factor=2.0. P! FL#11651.13 R2•JUNE 15,2015 ', ',PIIODUCT','EVAL-tfAT.,I'ON,,"RtP(5RT KUHN 11670 •ENGINEERING,BOCA RATON, 33498 • 14.4 ;!11k2U.15 Florida Building Code Online i Pro.fessiphall..Regulation. rg 11, Florida Department4 SCIS Home I Log In t User Registration Hot Topics Submit Surcharge i Stats&Facts ; Publications FBC Staff I BCIS Site Map Links Search Busines� ProfessilJfl'a -i PER:Pub Approval ®USER:Public User • ;;,:: Regulation r•`r''-�:• Product Approval Menu>Product or Appllation Search>Application List>Application Detail FL# FL11651-R2 , Application Type Revision i'i :• +"' Code Version 2014 j. Application Status Approved `rra Comments Archived Product Manufacturer Gulf Coast Supply&Manufacturing, LLC. Address/Phone/Email 4020 S.W.449th Street Horseshoe Beach, FL 32648 (352)498-7852 ray@gulfcoastsu.pply.com Authorized Signature Ray Bowen ray@gulfcoastsupply.com Technical Representative i" Address/Phone/Email Quality Assurance Representative • Address/Phone/Email Category Roofing !�`+ Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed -- Florida Professional Engineer a Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Daniel S. Kuhn the Evaluation Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/12/2024 Validated By Locke Bowden Validation Checklist-Hardcopy Received 1,• A Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eno.odf FL11651 R2 COI Letter of Name chanoe.odf Referenced Standard and Year(of Standard) Standard Year i.52n.Z FM 4471 1992 TAS 100 1995 TAS 110 2000 '!1 TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code httpsJ/floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDgsQFc5K°/p2frrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA°/p3dp/`3d 1/5 a X9/15/2015 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 12 R2 265vCrimD 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-156.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-108.5 psf @ 12"o.c. fastener spacing. -156.5 psf Created by Independent Third Party: Yes @ 6"o.c.fastener spacing. Install per manufacturers Evaluation Reports details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 12 R2 265vCrimD 15- 32Plvwood HVHZ.odf Created by Independent Third Party: Yes 11651.13 26 Ga. 5V Crimp 26 Ga. 5V Crimp over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 13 R2 265vCrimD 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 13 R2 Metal Roof Panel Detail.odf Design Pressure: +N/A/-131.PSF Verified By: Dan Kuhn, P.E. 75519 Other: -94.25 psf @ 16"o.c. fastener pattern. -131.0 psf Created by Independent Third Party: Yes @ 16"o.c. fastener pattern. Install per manufacturers Evaluation Reports details. Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 13 R2 265vCrimD 15- 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 11651.14 26 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32", Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 14 R2 265vCrimD 1x4 15- Approved for use outside HVHZ:Yes 32Plxwood NonHVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 14 R2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-156.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-108.5 psf @ 12"o.c.fastener spacing.-156.5 psf Created by Independent Third Party: Yes @ 6"o.c. fastener spacing. Install per manufacturers Evaluation Reports details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 14 R2 26SvCrimD 1x4 15- 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 11651.15 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 15 R2 26GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ.Ddf Impact Resistant: N/A FL11651 P.2 II 14FL11651 15 P.2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-161.OPSF Verified By: Dan Kuhn, P.E. 75519 Other:-63.5 psf @ 5 3/16"o.c. fastener spacing. -121.75 Created by Independent Third Party: Yes psf @ 5 3/16"spacing. -161.0 psf @ 5 3/16"o.c.fastener Evaluation Reports spacing. Install per manufacturers details. For use in HVHZ Fl-116S1 R2 AE 14FL11651 15 R2 26GulfLok 16 15- Zones. 32Plvwood HVHZ.Ddf Created by Independent Third Party: Yes 11651.16 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 16 R2 26GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Odf Impact Resistant: N/A FL11651 R2 II 14FL11651 16 R2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-63.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-63.5 psf @ 5 3/16"o.c. fastener spacing.-121.75 Created by Independent Third Party: Yes psf @ 5 3/16"fastener spacing. -161 psf @ 5 3/16"fastener Evaluation Reports spacing. Install per manufacturers details. Not for use in FL11651 R2 AE 14FL11651 16 R2 26GulfLok 16 15- HVHZ Zones. 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 11651.17 26 Ga. GulfPBR 26 Ga, Gulf PBR Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 17 R2 26GulfPBR 15-32Plvwood NonHVHZ.odf Approved for use outside HVHZ:Yes FL116S1 R2 II 17 R2 Metal Roof Panel Detail.Ddf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes Other:-59.25 psf @ 24"o.c. fastener pattern. -154.75 psf Evaluation Reports @ 12"o.c. fastener pattern. Install per manufacturer FL11651 R2 AE 17 R2 26GulfPBR 15- details. Not for use in HVHZ 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 11651.18 26 Ga. GulfPBR 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32 Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 18 R2 26GulfPBR 1x4 1S- Approved for use outside HVHZ:Yes 32Plvwood HVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 18 R2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-1S1.7PSF Verified By: Dan Kuhn, P.E. 75519 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2ffrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%3d%3d 4/5 FLORIDA PRODUCT APPROVAL Gulf'C SUPPLY & MANUFACTURING 5 V 26 GA. 5VCRIMP ROOFOVER • • FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 TIM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 95132" Plywood Florida Product Approval #11651.13 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 —D '3C .•41 1 I_f Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 ;oPtAEL S, �\GEIV • '�' Engineer Evaluator: Z*: No. 75519 Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 -a- a'. STATE OF ;Q Validator: S ORtDP 'ix,, r s''• 'G� : Locke Bowden, P.E. #49704 �NA� EN �` 9450 Alysbury Place o6 sol X201 Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 FL#11651.13 R2•JUNE 15,2015 81. RODU`C-T'-EVALUATIC5N REPORT'. . KUHN ENGINEEPJNG, LLC 11670 ISLAND LAKES LANE,BOCA RATON,FL 33498 FL COA#30464 q .. is FLORIDA PRODUCT APPROVAL Gulf ® SUPPLY & MANUFACTURING 5 V j DNA Lor 26 • r • • • • • FLORIDAPRODUCT APPROVAL NO. 11651.13 Code Compliance: The product described herein Has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: a ::;:•;a UL 580-06-Test for Uplift Resistance of Roof Assemblies UL 1897-04-Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test e Force Engineering &Testing, Inc. (FBC Organization #TST-5328) 1 ' {,fit Report No. 117-0053T-05 & 117-0331T-08 SitoL+?a :' 2. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)© Kuhn Engineering, LLC (FBC Organization#ANE ID: 10743) f ?E Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including .•.;;:, Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. "Till Ti ll h,Y Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. ._n FL#11651.13 R2•JUNE 15,2015 . , , . KUHN ■ 11670 ISLAND LAKES LANE,BOCA RATON,FL 33498 -FL COA#30464 4.3' ';A FLORIDA PRODUCT APPROVAL G SUPPLY & MANUFACTURING 5 V d LOA P 5VCRIMP ROOFOVER • • FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 F rY Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. >>r 'i tT' r �w aA •,fr, f ��, .t•kt;r� r•'C .A i.•'��:c;�<.:4.1':..4 clrj z. .'yr FL#11651.13 R2•JUNE 15,2015 . . , , 10 ORT /ENGINEER'S LOAD TABLE SPEC :� Gulf SUPPLY & MANUFACTURING A., 5 V(-C,�`n' 26 GA. 5VCRIMP ROOFOVER • • F'� FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 TIM ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32"Plywood MIN ,�... < �3 r;1 sSC G ,C7 -j y T 1 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) ' SPACING SPACING SPACING SPACING SPACING SPACING SPACING ` I A' "A 5 am ME M- i �.. M' ' mall •, 1 � N e2 ZONE 2 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 Y 5 , 21" t �'a3 1.)PANEL DESCRIPTION:5V CRIMP, MIN. 26 GA., GRADE 80,24"COVERAGE. i1 4 t1�� 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. 1/4" PENETRATION. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0 ` PSF @16" O.C.FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING:MIN.75/32"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 ZONE 2 HIP ROOF ZONE 3-", - Note:Dimension(a)is defined as 10%of the minimum width of the building or qa 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be less than either 4%of the minimum width of the building or 3 feet. \� RIDGE TYPE 1 FASTENER PATTERN i r ---------- �.\ (1) #9-15 x 1-1/2" HWH w/Sealing Washer r ZONE 12" 12" , /-------------------1 -EAVE At Panel Lap��� �`< }x 1 ZONE 2 GABLE ROOF fa1i i---- ----------------- a '�-' ✓TYPE 2 FASTENER PATTERN `-RIDGE � --- -- (1) #9-15 x 1-1/2" HWH w/Sealing Washer / a \ ZONE 1 i ZONE 3 EAVE FL#11651.13 R2•JUNE 15,2015 . 0ATIM KUHN 11670 ENGINEERING,LANE, BOCA RATON, 49' FL COA#30464 �Il 30/21015 Florida Building Code Online ProfessionalI ss ■� Era BCIS Home � Log In � user Registration I Hot Topics Submit Surcharge Stats&Facts ! Publications FBC Staff BCIS Site Map I Links Search Florida Departmentd Busines � � Professibnal �; Product Approval USER:Public User Regulation Product Approval Menu>Product or Acolication Search>Application List>Application Detail FL# FL9777-R4 Application Type Revision 'r y rr ' Code Version 2014 , a`' = Application Status Approved G�t`S Comments h r: r Archived ;. _ ;f <':.' Product Manufacturer Owens Corning :.:.•r Address/Phone/Email One Owens Corning Parkway Toledo,OH 43659 { (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email i Category Roofing i.....- -p— Subcategory Subcategory Underlayments a rA,h Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed r' Florida Professional Engineer `I S''i•d J Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest F ; 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 FL9777 R4 COI OCR14002.1 FBC 2014 Evaluation Report 2010 FBC WeatherLock.pdf Referenced Standard and Year of Standard)) Standard Year ASTM D 1970 2009 } A Equivalence of Product Standards. Certified By Sections from the Code hfps://floridabuiIding.org/pr/pr_app df.aspx?param=wGEVXQwtDgtgkcMGbicW71%2fZr7gdugvKmDj6kDHt6tY%3d 1/2 6/30/2015 Florida Building Code Online Product Approval Method Method 1 Option D t Date Submitted 02/23/2015 02/24/2015 Date Validated i3 Date Pending FBC Approval 03/01/2015 q i` Date Approved 04/15/2015 SummarV of Products FL# Model,Number or Name Description 9777.1 Weatherlock G Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R4 II OCR14002 1 FBC 2014 Evaluation Report 2010 Approved for use outside HVHZ:Yes FBC WeatherLock.Ddf 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 R4 AE OCR14002.1 FBC 2014 Evaluation Report 2010 FBC WeatherLock.Ddf Created by Independent Third Party: Yes 9777.2 Weatherlock MAT Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R4 II OCR14002.1 FBC 2014 Evaluation Report 2010, Approved for use outside HVHZ:Yes FBC WeatherLock.Ddf 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 R4 AE OCR14002.1 FBC 2014 Evaluation Report 2010 FBC WeatherLock.Ddf Created by Independent Third Party: Yes 9777.3 Weatherl-ock Specialty Tile&Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R4 II OCR14002.1 FBC 2014 Evaluation Report 2010 Approved for use outside HVHZ:Yes FBC WeatherLock.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 R4 AE OCR14002.1 FBC 2014 Evaluation Report 2010 FBC WeatherLock.Ddf Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,emall addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,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 emails 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: W9® ached: E `.'..• securiMmi-Tnicl `https://fforidabuilding.org/pr/Pr_app dl.aspx?param=wGEVXQwtDgtgkcMGblcW71%2fZr7gdugvKmDj6kDHt6tYg/g3d 2J2 CRK Certificate of Authorization 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT 2014 FLORIDA BUILDING CODE Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued February 23, 2095 1 Owens Corning Parkway Toledo, OH 43657 (800)438-7465 www.owenscorning.com Manufacturing Location: Brentwood, NH Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 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 Entitv Report No. Standard Year PRI Construction Materials Technologies(TST6049) NEI-039-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) NEI-042-02-01 REV2 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 Construction 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) OCF-213-02-01 ASTM D 1623 2009 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 1- 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. WeatherLopk® WeatherLock@ Specialty is an ASTM D 1970 self-adhesive underlayment constructed Specialty Tile&Metal from SBS modified asphalt and surfaced with a non-woven polyester fabric. The product is supplied in 2 sq. rolls with nominal dimensions of 3-ft x 66.7-ft and 2.14 sq. rolls with OCR14002.1 FL9777-R4 Page 1 of 3 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, OWENS CORNING ROOFING AND ASPHALT LLC CREEK WeatherLockO Self-Sealing Ice&Water Barriers TECHNICAL SERVICES,LLC nominal dimensions of 3-ft x 71.3-ft. WeatherLockO WeatherLockO 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. WeatherLockO Specialty Tile & Metal is permitted to be used with adhered clay or concrete tile roofing using either 3MT1 2-Component Foam Roof Tile Adhesive AH-160 (3M Company) or TILE BONDTM 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 fora 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 WeatherLockO Specialty 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 tap surface of the underlayment). WeatherL,ockO 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. 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 manufacturer's 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) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. OCR14002.1 FL9777-R4 Page 2 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. OWENS CORNING ROOFING AND ASPHALT LLC CREEK WeatherLock@ 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 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. % -e. 2015.02.2 No 74021 3 14:45:39 -05'00' 13 STATE OF 41J A, 4Q Zachary R. Priest, P.E. '9/0 0 R N * *...Nx.-- % Organization No.Florida RegistrationANE9641 No.74021 " "% 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 OCR14002.1 FL9777-R4 Page 3 of 3 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. i s 9/15/2015 Florida Building Code Online Oat y o ae -"P 1 1 a Reg qoess fOssi Florida Deepaqments BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications FBC Staff I BCIS Site Map I Links I Search. A' Busines d.. )rofessi -al Is^ F Approval x USEER:R: Public User Regulation °i Product ADDroVal Menu>Product or Aoolication Search>Application List>Application Detail ' FL# f—FLS1651=R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer cGulf"Coast Supply&Manufacturing, LLC. ; Address/Phone/Email 4020 S. W.449th Street Horseshoe Beach, FL 32648 (352)498-7852 $3" ray@gulfcoastsupply.com Authorized Signature Ray Bowen ray@gulfcoastsupply.com %4 Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Small Category Roofing Subcategory `_ Met_aLR6dflR--- Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ! Evaluation Report-Hardcopy Received v,7 Florida Engineer or Architect Name who developed Daniel S. Kuhn the Evaluation Report Florida License PE-75519 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/12/2024 S Validated By Locke Bowden r; Validation Checklist-Hardcopy Received Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Eno.odf FL11651 R2 COI Letter of Name chanoe.odf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code .;https://floridabuilding.org/pr/pr appjtl.aspx?param=wGEVXQwtDqsQFc5K%2frrZeCSHgw99R5wgNNppMyNe2j3512E8POQwgA%3d%3d 1%5, YA v� :9/15/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 07/01/2015 Date Validated 07/10/2015 Date Pending FBC Approval 07/18/2015 Date Approved 08/18/2015 Summary of Products Go to Page Page 1/2 FL# Model,Number or Name Description 11651.1 0.032"Aluminum 5V Crimp 0.032"5 V Crimp Aluminum Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 1 R2 0325vCrimo 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.odf Impact Resistant: N/A FL11651 R2 II 14FL11651 1 R2 Metal Roof Panel Detail.odf. Design Pressure: +N/A„(-108.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-108.5 psf @ 12"o.c. Install per manufacturers Created by Independent Third Party: Yes details. Not for use in HVHZ Zones. Evaluation Reports FL11651 R2 AE 14FL11651 1 R2 0325vCrimo 15- 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 11651.2 0.032"Aluminum Gulf Lok 0.032"Aluminum Gulf Lok 16"Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 2 R2 032GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.odf Design Pressure: +N/A/-116.OPSF Verified By: Dan Kuhn, P.E. 75519 Other:-52.5 psf @ 5 3/16"o.c. fastener spacing. -116.0 Created by Independent Third Party: Yes psf @ 5 3/16"o.c. fastener spacing. Install per Evaluation Reports manufacturers details. Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 2 R2 032GulfLok 16 15- 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 11651.3 1"24ga. Gulf Snap 1"Gulf Snap 24 Ga. 17"wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.odf Approved for use outside HVHZ:Yes FL11651 R2 II 14FL11651 3 R2 1 24GulfSnao 17 15- Impact Resistant: N/A 32Plvwood HVHZ..odf Design Pressure: +N/A/--131.OPS Verified By: Dan Kuhn, P.E. 75519 Other:-67.3 psf @ 24"o.c. clip spacing. -131 psf @ 6" Created by Independent Third Party: Yes o.c. clip spacing. Install per manufacturers details. For use Evaluation Reports in HVHZ Zones. FL11651 R2 AE 14FL11651 3 R2 1 24GulfSnap 17 15- 32Plvwood HVHZ..odf Created by Independent Third Party: Yes 11651.4 1"24ga. VersaLoc 1"VersaLoc 24ga 16.5'Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 4 R2 24VersaLoc SR 16.5 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ..odf Impact Resistant: N/A FL11651 R2 II 14FL11651 4 R2 Metal Roof Panel Detail-ocif Design Pressure: +N/A/-138.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-71 psf @ 24"o.c. clip spacing. -138.5 psf @ 6" Created by Independent Third Party: Yes o.c. clip spacing. Install per manufacturers details. For use Evaluation Reports in HVHZ Zones. FL11651 R2 AE 14FL11651 4 R2 24VersaLoc SR 16.5 15- 32Plvwood HVHZ..odf Created by Independent Third Party: Yes 11651.5 1"VersaLoc.032"Aluminum 1"VersaLoc .032"Aluminum over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 5 R2 lin 032Versal-oc SR 16.15 Approved for use outside HVHZ:Yes 32Plvwood HVHZ..odf Impact Resistant: N/A FL11651 R2 II 14FL11651 5 R2 Metal Roof Panel Detail..odf Design Pressure: +N/A/-101.OPSF Verified By: Dan Kuhn, P.E. 75519 Other:-63.3 psf @ 24"o.c. clip spacing. -101.0 psf @ 6" Created by Independent Third Party: Yes o.c. clip spacing. Install per manufacturers details. For use Evaluation Reports in HVHZ Zones. FL11651 R2 AE 14FL11651 5 R2 lin 032VersaLoc SR 16 15- 32Plvwood HVHZ..odf hftps://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%o3d%3d 2/5 9/15/2015 Florida Building Code Online Created by Independent Third Party: Yes 11651.6 1.5" 24ga. Gulf Snap 1.5"Gulf Snap 24ga. 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 6 R2 1.5 24GulfSnaD 16 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ..Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 6 R2 Metal Roof Panel Detail..Ddf' Design Pressure: +N/A/-116.OPSF Verified By Dan Kuhn, P.E. 75519 Other:-86.0 psf @ 24"o.c. clip spacing. -108.5 psf @ 12" Created by Independent Third Party: Yes o.c. clip spacing. -116.0 psf @ 6"o.c. clip spacing. Install Evaluation Reports per manufacturers detals. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 6 R2 1.5 24GulfSnao 16 15-' 32Plywood HVHZ..ridf Created by Independent Third Party: Yes 11651.7 1.5"24ga.VersaLoc 1.5"VersaLoc 24ga. 16"wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 7 R2 1.5 24VersaLoc 16 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ..Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 7 R2 Metal Roof Panel Detail.xdf Design Pressure: +N/A/-123.5PSF Verified By: Dan Kuhn, P.E. 75519 Other: -59.75 psf @ 24"o.c. clip spacing. -123.5 psf @ 12" Created by Independent Third Party: Yes o.c. clip spacing. Install per manufacturers details. For use Evaluation Reports in HVHZ Zones. FL11651 R2 AE 14FL11651 7 R2 1.5 24VersaLoc 16 15- 32Plvwood HVHZ..odf Created by Independent Third Party: Yes 11651.8 2"24ga. MegaLoc 24 Ga. 2" MegaLoc 18"wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 8 R2 24MeoaLoc 18 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 8 R2 Metal Roof Panel Detail.pdf'" Design Pressure: +N/A/-108.SPSF Verified By: Dan Kuhn, P.E. 75519 Other:-71.0 psf @ 24"o.c. clip spacing. -108.5 psf @ 12" Created by Independent Third Party: Yes o.c. clip spacing. Install per manufacturers details. Not for Evaluation Reports use in HVHZ Zones. FL11651 R2 AE 14FL11651 8 R2 24MeoaLoc 18 15- 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 11651.9 24 Ga. Gulf Lok 24 Ga. Gulf Lok 16"Wide over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 9 R2 24GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 9 R2 Metal Roof Panel Detaii.Ddf; Design Pressure: +N/A/-96.7PSF Verified By: Dan Kuhn, P.E. 75519 Other: -81.75 psf @ 10-1/4"o.c.fastener spacing. -96.76 Created by Independent Third Party: Yes psf @ 5-1/8"o.c. fastener spacing. -121.75 psf @ 5-1/8" Evaluation Reports fastener spacing. -161 psf @ 5-1/8"fastener spacing. FL11651 R2 AE 14FL11651 9 R2 24GulfLok 16 15- Install per manufacturers details. Not for use in HVHZ 32Plvwood NonHVHZ.Ddf Zones, Created by Independent Third Party: Yes 11651.10 24 Ga. Gulf Seam 24 Ga. Gulf Seam 16"Wide Roof Panel over 1x4 Wood Purlins over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 10 R2 240ulf5eam 16 1x4 -15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.odf Impact Resistant: N/A FL11651 R2 II 14FL11651 10 R2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-93.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-93.5 psf @ 18"o.c. Install per manufacturers Created by Independent Third Party: Yes details. Not for use in HVHZ Zones. Evaluation Reports FL11651 R2 AE 14FL11651 10 R2 24GuifSeam 16 1x4 15- 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 11651.11 24 Ga. Gulf Seam 24 Ga. Gulf Seam, 1 3/4"Snap Lock, 18"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 11 R2 24GuifSeam 18 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 it R2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-108.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-69.25 psf @ 24"o.c. clip spacing. -108.5 psf @ 12" Created by Independent Third Party: Yes o.c. clip spacing. Install per manufacturers details. Not for Evaluation Reports use in HVHZ Zones. FL11651 R2 AE 14FL11651 11 R2 24GulfSeam 18 15- 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%3d%3d 3/5 ' i s, i 9/15/2015 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 12 R2 265vCrimo 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-156.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-108.5 psf @ 12"o.c. fastener spacing. -156.5 psf Created by Independent Third Party: Yes @ 6"o.c. fastener spacing. Install per manufacturers Evaluation Reports details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 12 R2 265vCrimD 15- 32Plvwood HVHZ.odf Created by Independent Third Party: Yes 11651.13 26 Ga. 5V Crimp 26 Ga. 5V Crimp over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651.R2 II 14FL11651 13 R2 265vCrimo 15- Approved for use outside HVHZ:Yes 32PlIvwood NonHVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 13 R2 Metal Roof Panel Detail.odf Design Pressure: +N/A/-131.PSF Verified By: Dan Kuhn, P.E. 75519 ; Other:-94.25 psf @ 16"o.c. fastener pattern. -131.0 psf Created by Independent Third Party: Yes @ 16"o.c. fastener pattern. Install per manufacturers Evaluation Reports details. Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 13 R2 265vCrimo 15- 32Plvwood NonHVHZ.pdf Created by Independent Third Party: Yes 11651.14 26 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32,'.', Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 14 R2 265vCrimo 1x4 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 14 R2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-156.5PSF Verified By: Dan Kuhn, P.E. 75519 Other:-108.5 psf @ 12"o.c. fastener spacing. -156.5 psf Created by Independent Third Party: Yes @ 6"o.c. fastener spacing. Install per manufacturers Evaluation Reports details. For use In HVHZ Zones. FL11651 R2 AE 14FL11651 14 R2 265vCrimo 1x4 15- 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 11651.15 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 15 R2 26GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 15 R2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-161.OPSF Verified By: Dan Kuhn, P.E. 75519 Other:-63.5 psf @ 5 3/16"o.c. fastener spacing. -121.75 Created by Independent Third Party: Yes psf @ 5 3/16"spacing. -161.0 psf @ 5 3/16"o.c. fastener Evaluation Reports spacing. Install per manufacturers details. For use in HVHZ FL11651 R2 AE 14FL11651 15 R2 26Gulfl-ok 16 15- Zones. 32Plvwood HVHZ.Ddf Created by Independent Third Party: Yes 11651.16 26 Ga. Gulf Lok 26 Ga. Gulf Lok 16"Wide Roof Panel over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 14FL11651 16 R2 26GulfLok 16 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 14FL11651 16 R2 Metal Roof Panel Detail.Ddf , Design Pressure: +N/A/-63.5PSF Verified By: Dan Kuhn, P.E. 75519 Other: -63.5 psf @ 5 3/16"o.c. fastener spacing. -121.75 Created by Independent Third Party: Yes psf @ 5 3/16"fastener spacing. -161 psf @ 5 3/16"fastener Evaluation Reports spacing. Install per manufacturers details. Not for use in FL11651 R2 AE 14FL11651 16 R2 26GulfLok 16 15- HVHZ Zones. 32Plvwood NonHVHZ.pdf Created by Independent Third Party: Yes 11651.17 26 Ga. GulfPBR 26 Ga. Gulf PBR Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 17 R2 26GulfPBR 15-32Plvwood NonHVHZ.Ddf Approved for use outside HVHZ:Yes FL11651 R2 II 17 R2 Metal Roof Panel Detail.pdf Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-154.7PSF Created by Independent Third Party: Yes ' Other: -59.25 psf @ 24"o.c. fastener pattern. -154.75 psf Evaluation Reports @ 12"o.c. fastener pattern. Install per manufacturer FL11651 R2 AE 17 R2 26GulfPBR 15- details. Not for use in HVHZ 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes 11651.18 26 Ga. GulfPBR 26 Ga. GulfPBR Roof Panel over 1x4 Wood Purlins over 15/32 Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 18 R2 26GulfPBR 1x4 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ.Ddf <• Impact Resistant: N/A F FL11651 R2 II 18 R2 Metal Roof Panel Detail.odf .Design Pressure: +N/A/-151.7PSF Verified By: Dan Kuhn, P.E. 75519 https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsQFc5K%2frrZeCSHgw99R5wgNNppMyNezj3512E8POQwgA%3d°/"3d 4/5 9/15/2015 Florida Building Code Online Other:-100.5 psf @ 24"D.C. fastener spacing. -151,75 psf Created by Independent Third Party: Yes @ 12"fastener spacing. Install per manufacturer's details. Evaluation Reports For use in HVHZ Zones FL11651 R2 AE 14FL11651 18 R2 26GuIfPBR 1x4 15-. 32Plvwood HVHZ.6df Created by Independent Third Party: Yes 11651.19 26 Ga. GulfPBR 26 Ga. GuIfPBR over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 19 R2 26GuIfPBR 15- Approved for use outside HVHZ:Yes 32Plvwood HVHZ.odf Impact Resistant: N/A FL11651 R2 fI 19 R2 Metal Roof Panel Detail.odf Design Pressure: +N/A/-154.7PSF Verified By: Dan Kuhn, P.E. 75519 Other: -60.5 psf @ 24"D.C. fastener spacing. -154.75 psf Created by Independent Third Party: Yes @ 12"D.C. fastener spacing. Install per manufacturer's Evaluation Reports details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 19 R2 26GulfPBR 15- 32Plvwood HVHZ.odf Created by Independent Third Party: Yes 11651.20 26 Ga. GulfPBR 26 Ga. GulfPBR over 1x4 Wood Purlins over 15/32"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R2 II 20 R2 26GulfPBR 1x4 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Ddf Impact Resistant: N/A FL11651 R2 II 20 R2 Metal Roof Panel Detail.Ddf Design Pressure: +N/A/-151.7PSF Verified By: Dan Kuhn, P.E. 75519 Other:-94.25 psf @ 24"D.C. fastener spacing. -151.75 psf Created by Independent Third Party: Yes @ 12"fastener spacing. Install per manufacturer's details. Evaluation Reports Not for use in HVHZ Zones FL11651 R2 AE 20 R2 26GuIfPBR 1x4 15- 32Plvwood NonHVHZ.Ddf Created by Independent Third Party: Yes Go to Page 0 0 Page 1/20 Back Next r Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida 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-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,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 emails 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: ® eChecY. securltymL ritio, S t l hftpsl/floridabuilding.org/pr/pr appjtl.aspx?param=wGEVXQwtDqsQFc5K%2frrZeCSHgw99R5wgN NppMyNezj3512E8POQwgA%3d%3d 5/5 / :fit. ® • . . , Kr • • . 1 u Ifo SUPPLY & MANUFACTURING 5VCROMP) 26 GA. 5VCRIMP ROOF PANEL OVER • • �F FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 rvt Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Florida Product Approval #11651.13 R2 Florida Building Code 2014 �,.. Per Rule 61 G20-3 I "f Method: 1 -D x Category: Roofing t g g Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 Engineer Evaluator: 1*: No, 75519 Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 .-o• ' 1 li '�'• STATE OFOR = } Validator: S '• G Locke Bowden, P.E. #49704 1VAL ENS. 9450 AI sbur Place '� ' _ . Y Y o.6�30�2095 Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.13 R2•JUNE 15,2015 J.1163® A ® . KUHN 1 •ENGINEERING,BOCA RATON, • • #30464 i h FLORIDA !P,9 , , . . . . , . Gulf C&& SUPPLY & MANUFACTURING ' d • • . ROOF . . • d FLORIDA • , • , APPROVAL M }yi Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum '5/32" plywood decking. >`' Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. r.: Paint Finish Optional !nr Yield Strength: 80.0ksi dSSl {! 5451 r ted.i g Corrosion Resistance: Panel Material shall comply with Florida BuildinCode 2014, Section 1507.4.3. t w` Panel Dimension(s): Thickness: 0.018" Minimuma Width: 24" Coverage 1{ Rib Height: 3/8" Major Rib yr ;fi Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal, Y4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 75/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. !` Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table "A" M7ax_,tmum Total UpliftDesign Pressure 9_4..2-5 psf 1 1.O psf ` Fastener Pattern 12"-12" 9.5"-2"-9.5" c k' Taste er Pattern Spacing 16" O.C' Design Pressure includes a Safety Factor=2.0. S 'a FL#11651.13 R2•JUNE 15,2015 ENGINEERING,KUHN 11670 ISLAND LAKES LANE, BOCA RATON, FL 33498 - FL COA#30464 Gulfcodsrad SUPPLY & MANUFACTURING 26 GA. 5VCRIMP ROOF PANELOVER • • FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 4 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 1 17-0053T-05 & 117-0331 T-08 2. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)© Kuhn Engineering, LLC t (FBC Organization #ANE ID: 10743) i Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test11 E; standard. r s Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including f> Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. ' Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. r a7 zN'} i! FL#11651.13 R2 •JUNE 15,2015 e . , KUHN ENGINEERING, LLC 11670 ISLAND LAKES LANE, BOCA RATON, 33498 • • #30464 4 r4 _. GUIR.0 $ # r,,, SUPPLY & MANUFACTURIN�i "+ i 5VC[MMIP 26 GA. 5VCRIMP ROOF PANEL OVER • • FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 TM Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall r, not be exceeded. This evaluation report is not applicable in High Velocity " '. Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this � ; 4 T product in High Velocity Hurricane Zone. X , a t y[a � Y r rt t�yY n 'f'1"�'yF4i 1 i Nl- T. i FL#11651.13 R2•JUNE 15,2015i`Y-'::�' ^'r • iREPORT ; KUHN ENGINEERING, LLC 11670 ISLANDLAKES LANE,BOCA RATON, • • #30464 10. r 4 n 001* r t'a F00 �` aRr�y .'�s�•i IN o Gu"00lf ® 0a SUPPLY & MANUFACTURINQ qq' 5VCROMP 26 GA.b ■ .OOF PANEL FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 TM ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood �Buildings�havyying�a Roof:;Mean�,Meight520�q , Roof�:Slope: 2 /12 =*�1}2�.�/.12, G,a�b�le-:,•o�rHIp�E2oof,�UUlntl�Speeds 120 �"` ,; 1'8gmph ExposureC_ ,Risk Category 11;Encloseadr Building based.on FlondaBullding Codes 2014 .: I ,4x._. . . 120 130 140 150 160 170 180 w,SF, WIIND FASTENER SUBSTRATE ti SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) I � PACING SPACING SPACING � y ���` �n .., SPACING SPACING, SPACING SPACING SPACING y ,��� y ts� y`l +y ,y '°� s •h. .. ..E.., f. „#x..,. ';:. 1C3lG :e[ c n{' 'X.}�k`vb& Y.rat2l,ztfi%. tY`ay r, `l s..a Firs• � rI4 }l l d r " sZONE`1 * #9 5x95'• �FI wood' 16�TYPE 116"TYPE 1 =1fi"xTYPE3'1E° ;1;6' ITYP.E.1 = 16" yYPE 1 16 `TY=PEB1 a �.` r' +3•h , ,h'.t,^,..r +..4 4s ,,.e. *?�a"? $ a •Ve�'r .; 3F .a,»',' tAYrGs6"�^ ,.:4::`7i+� •'�-Mf+ xg. °i F r� t0.k'� T1k ZONE 2 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 i ,tq t.:. �' 5x^ tk;'.T . F ,'g-I q ,d' '- °,..;m- ..;.. %;+i`'rt,.,gkt ^ .? f ` r ,';y r v Ra^n. T'� J ZONE3 #9 15x9.5" PIy�Wood �1'6"TYPE 1 16'"TYPE 1 ' 16"TYPE"1 16'�rTYPE 1 16 TYPE 1 16"TYPE2., 16 TYPE2 rz 1.)PANEDESCRIPTION: 5V CRIMP, . ., , . MIN26 GAGRADE 8024"COVERAGE " �, ;;vnFr�Yr, 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. 'Ya" PENETRATION. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0 PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING: MIN. '5/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 t. IZONE2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 3— �a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be \ less than either 4%of the minimum width of the building or 3 feet. I i is RIDGE TYPE 1 FASTENER PATTERN • ' ------ ` (1) #9-15 x 1-1/2" HWH w/Sealing WasherItr ZONE 1 �� `� i I']II —12 •` 1 G 1 ---------------- Et w —SAVE At Panel Lap ZONE 2 GABLE ROOF _j_\ ------------------ ''''''gra ryli/ TYPE 2 FASTENER PATTERN /—RIDGE ------- I (1) #9-15 x 1-1/2" HWH w/Sealing Washer t` f I I \ 1 ------i---/———— I ---------4 a iA ZONE 1 Z ONE 3 HEAVE FL#11651.13 R2♦JUNE 15,2015 iI ENGINEERING,KUHN r _ f f 6)30/2015 Florida Building Code Online o a 1 1 . . Re 1 1 .r Florida Departments BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Bus ines o Professi rez ( Product Approval �"`�' USER: Public User Regulation Product Aoorwal Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL9777-R4 Application Type Revision Code Version 2014 Application Status Approved Comments 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 greg.keeler@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Y 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 i Validation Checklist-Hardcopy Received Certificate of Independence FL9777 R4 COI OCR14002.1 FBC 2014 Evaluation Report 2010 FBC Weatherl-ock.odf Referenced Standard and Year(of Standard) Standard Year ASTM D 1970 2009 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtgkcMGblcW71%2fZr7gdugvKmDj6kDHt6tY%3d 1/2 y L 6/30/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 02/23/2015 Date Validated 02/24/2015 Date Pending FBC Approval 03/01/2015 Date Approved 04/15/2015 Summary of Products FL# Model,Number or Name Description 9777.1 Weatherlock G Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R4 II OCR14002.1 FBC 2014 Evaluation Report 2010 Approved for use outside HVHZ:Yes FBC WeatherLock.Ddf 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 R4 AE OCR14002.1 FBC 2014 Evaluation Report 2010 FBC WeatherLock.pdf Created by Independent Third Party: Yes 9777.2 Weatherlock MAT Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R4 II OCR14002.1 FBC 2014 Evaluation Report 2010 Approved for use outside HVHZ:Yes FBC WeatherLock.Ddf 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 R4 AE OCR14002.1 FBC 2014 Evaluation Report 2010 FBC WeatherLock.Ddf Created by Independent Third Party: Yes 9777.3 WeatherLock Specialty Tile&Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R4 II OCR14002.1 FBC 2014 Evaluation Report 2010 Approved for use outside HVHZ:Yes FBC WeatherLock.Ddf 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 R4 AE OCR14002.1 FBC 2014 Evaluation Report 2010 FBC WeatherLock.Ddf Created by Independent Third Party: Yes Back F..71 Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida 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-mail address released in response to a public-records request,do not send electronic. mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,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 emalls 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: ff7�1 Mal ® cLhack securit nurrrtics "I https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtgkcMGblcW71%2fZr7gdugvKmDj6kDHt6tY%3d 212 Certificate of Authorization bur 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT 2014 FLORIDA BUILDING CODE Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued February 23, 2015 1 Owens Corning Parkway Toledo, OH 43657 (800)438-7465 www.owenscornina.com Manufacturing Location: Brentwood, NH Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 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 Construction 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) OCF-213-02-01 ASTM D 1623 2009 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 1- 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. WeatherLock@ WeatherLock@ Specialty is an ASTM D 1970 self-adhesive underlayment constructed Specialty Tile&Metal from SBS modified asphalt and surfaced with a non-woven polyester fabric. The product is supplied in 2 sq. rolls with nominal dimensions of 3-ft x 66.7-ft and 2.14 sq. rolls with OCR14002.1 FL9777-R4 Page 1 of 3 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. 'Y <ais OWENS CORNING ROOFING AND ASPHALT LLC CREEK WeatherLock@ Self-Sealing Ice&Water Barriers TECHNICAL SERVICES, LLC nominal dimensions of 3-ft 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 3MTM 2-Component Foam Roof Tile Adhesive AH-160 (3M Company) or TILE BONDTM 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@ Specialty 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. 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 manufacturer's 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) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. OCR14002.1 FL9777-R4 Page 2 of 3 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. CREEK OWENS CORNING ROOFING AND ASPHALT LLC jZ K WeatherLock®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 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. RY R. 2015.02.2 ...... P�.•E•N S SF`s�.., No 7402, 3 14:45:39 :. '•: _ -05'00' 3 STATE OF :�� T••.� P.••��`10 . Zachary R. Priest, P.E. � C'��`,, Organization No.% Florida I on No. 21 A E9641 ��rnllln 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 OCR14002.1 FI-9777-R4 Page 3 of 3 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.