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HomeMy WebLinkAboutProduct Approval (2) Florida Building Cade Online Page 1 of 2- W, - l BCIS Home ' Log In ( User Registration HotTopics I Submit Surcharge Stats&Facts Publications ( FBC Staff( SCIS Site Map { Links ( Search'( Product Approval r t5 USER:Public User Product Apomvai Menu>Product or Application Search>Apolirc-tion Lict>Application Detail FL# FL18355-R4 ry y Application Type Revision Code Version 2017 Application Status Approved ____� �ZECEIVEI7 Comments Archived p NOV 0 2018 Product Manufacturer TAMKO Building Products,Inc. ST. Lucie COUnty, Permitting Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerrl_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com r Technical Representative Kerr!Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 t® n 624-6644 Ex ker kerri_eden@tamko.comom Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 01/07/2019 Validated By Locke Bowden b6 Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eval Report Shingles final pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 j ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Equiv UL letter for standards for FBC 2 17 pdf s Sections from the Code hqs://www.floridabuildina.org/pr/pi_app dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018 Florida Building Code Online rage ui 2- Product Approval Method Method I Option D Date Submitted 09/25/2017 Date Validated 09127/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products io FL Description Model,Number or Name Descri 1 18355.1 'Glass-Seal,Elite Glass-Seal, ASTM D.31462 asphalt shingles and hip and ridge shingles Heritage,Heritage Premium, Heritage Woodgate,Heritage Vintage,Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use In HVHZ.*Yes FL18355 R4 11 TBP15001.4 2017 FBC Eval Report Shingles Approved for use outside HVHZ:Yes final.nd Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes Others See evaluation report for limits of use. Evaluation Reports FL18355 R4 AE TBIP15001.4 2017 FBC Eval Report Shingles final.od I Created by Independent Third Party:Yes Fee- FN..11 Contact U 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AAJEEO 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-notsend electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 650.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must pmvide 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 pubic.To determine if you are a licensee under Chapter 455,F.S.,please dick here Product Approval Accepts: Credit Card Safe https://www.floridabuilding,.org/pt/p,r__app__dtl.aspx?param=wGEVXQwtDqitvostHazGXQ... 1/3/2018 Certificate of Authorization No.29824 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,e EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017 '220 West 4"Street joplin, MO 64801 (417)6246644 Manufacturing Plants: Joplin, MO Phillipsburg,XS Frederick,MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLC,(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) IOCA50498 ASTM D 3462 2010A UL LLC(TST9628) IOCA64882 ASTM D 3161 2016 UL LLC(TST9628) 1INK14014 ASTM D 3161 2016 ASTM D.3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE1 1669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page I of 11 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. � � TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC PRODUCT DESCRIPTION Elite GlassSealO 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4" x 36", ASTM D 31.61, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with I Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. i :. Heritage& 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class.H fiberglass ,(Dall'as,,Frederlck„ reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin,:PhillipsburgA complying with ASTM D 3462. Tuscarbosa) Heritage®Premium 13-1/4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462, Tuscaloosa) Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only.. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt I Frederick&Joplin) shingle surfaced with mineral granules complyingwith ASTM D 3462. ( P ) 9 9 Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. i TBP15001.4 FL18355-R4 Page 2 of 11 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. TAMKO BUILDING PRODUCTS CREEK Asphalt Shirigles TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal@ Basic Wind Speed(Vlt): Max. 1,94 mph (Frederick,Joplin& Basic Wind Speed(V,,d): Max.-150 mph Tuscaloosa) Deck(HVHZ)- In accordance with FBC requirements; & Solidly sheathedjm1n. 19132 in.•plywood or wood plank for Glass-Seal new. construction; Min. 15132 in. plywood' existing (Frederick,,,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with,FBG requirements. Min.slope: 2:12'and in accordance with FBC.requiremefits.. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5_148 inch exposure in accordance with RAS 115 and manufacturers published,installation'instructions. t Shingles-shall be attached using "6 Nall Pattern" detailed below: Installation (Non-HVHZ): Installed with 5-1/8-ifich exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or,"15 Nail Pattern"detailed below. NAILS *4 Nailing-= 6-7ff Area Mete Figure 1. Elite Glass-Seal&Glass-Seal 4 Nall Pattern(Non-HVHZ only) NAILS n ANailing ...............................C.............. .I......._......., ....._•....... &7/81' ......... Bud Edge Figure 2. Elite Glass-Sedl&Glass.-Seal 6 Nall Pattern TBP15001.4 FLI$355-134 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61620-3. 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,i nsfallation,'re commended use,or other product attributes that are riot specifically addressed herein. TAMK0 BUILUIU DING PROttS CREEK Asphalt Shingles TECHNICAL SERVICES,LLC Heritage@ Basic Wind Speed(Vlt): Max. 194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(V&,d): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage@ Premium new construction; Min. 15/32 in. plywood existing (Dallas, Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; o- & Solidly sheathed min. 15/32 in. plywod or wood plank for heritage®Woodgate new construction; Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturers application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAIL ZONE COMMON 0/BOND -118" EXPOSURE 6-6/8" 12-1/211 12-3/811 12-112' 11 Figure 1 Herltage% HeritageO Premium,and Heritage@ Woodgate(Dallas) 4 Nail Pattern(non-HVHZ-only) FASTENERS NAIL ZONE /COMMON BOND SURE 5-5/811 Figure 4. HentageO&Heritage(g)Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 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 OCREEK TAMKO BUILDING PRODUCTS Asphalt Shingles 4 TECHNICAL SERVICES,LLC 3 NAIL ZONF1 x �OMM ,ASTEIVERS�'--■� i t}N�BOND. 6'if8" E3(PO$URE 5 518" tf2`+7-'12`!�►�,M-7-3f$ -'tl2 ►7-if24 Figure 5. Her tagoO.Woodgate' 6 Nail'Pattern >.( - 1ut , 1 4 12-1Y2"_ _ Common Bond. — FASTENERS2; }� i i i 'r in: ai too 7 39-378 . Figure'6. Heritage@);Heritage®Premium,&Heritage®Woodgate Alternate S Nall Pattern. I PAINT LINE i f 7-718" jNAIL ZONE f 6-`IC8" EaGE OF COMMON BOND' EXPOSURE ACCEPTABLE. . . FASTENER LOCATION; D O.NOT FASTEN ALONG,* OF. -- COMMON BONN -PREFERRED .FASTENER' LOCATION Figure 7. Henta9eO(Tuscaloosa), Expanded Nail.Zone Nail patterns from Figures 3,4,and 6 may be placed in.the nail zone as described above TBP-15001.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State"of,Florida product approval-under Rule 61020-3. The.ibshall 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. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TF-cHNICAL SERVICES,I-I-C Heritage®Premium Basic Wind Speed(Vwt): Max. 194 mph (Frederick) Basic Wind Speed(Vasil): Max. 150 mph Deck(HVHZ): In-accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements.* I Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation ,instructions. Shingles shall be attached using `6 Nail Pattern' detailed below. Installation (Non-HVHZ): Installed with 5 in, exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either"4 Nail Pattem"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS COMBOND � 51/211 E 511 11" 1211 Figure Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND 1I2t' TER V T EXPO V- El 911 +91/2L-� 1*-1 11 Figure 9, Heritage@ Premium(Frederick) 6 Nail Pattern TBP15001A FI-18355-R4 Page 6 of 11 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. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles L TECHNICAL SERVICES,LLC Heritage®Woodgate, Basic Wind Speed(Vgt): Max. 194 mph (Frederick), Basic Wind Speed(Vasd): Max 150 mph Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with•FBC requirements. Min.slope: 2:12 and in accordance with FBC.requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE/ D FASTENERSCOMMON BON V;qT EXPOSURE V + 12-318" Figure 10. Heritage®Woodgate(Frederick) 4.Nail Paftem.(non-HVHZ only) NAIL ZONEI FASTENERS COMMON BOND Pm ji EXPOSURE SV" a 4r g-im.� �—v Figure 11. HerltageV Woodgate(Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shallnotifyCREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This ev'alu6tion report does not express nor impiywarr6nty,instaliation,recommended use,or other product attributes that are not specifically addressed herein. PRODUCTS '2mCREEK TAMKO BUILDINGAsphalt Shingles TECHNICAL SERVICES,LLC Heritage@ Vintage@ Basic Wind Speed(Vwt): Max. 194 mph ,(Phillipsburg) Basic Wind Speed(Vsd): Max. 150 mph Deck(HVHZ): In.accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood*plank for new construction; Min. 15/32 in. plywood, existing construction. Deck(Non-HVHZ): In accordancewith FBC requirements; Solidly sheathed min. 15/32 in. plywood orvood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements, Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ), Installed with 5 in. exposure in accordance with'RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below. Installation (Non-HVHZ): Installed with 5. in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below.* 4W FZ T 10 1 wxn Fwteners tina - - - ---- --- - -- - - 17IJ2" Exposure Figure 12. Hentage@ VintageO 6 Nail Pattern(hon-HVHZ only) L Zara Figure 13. Heritage@ Vintage 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 of 11 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. DING PRODUCTS CREEK TAMKO 13UILAsphalt Shingles TEcHNICALSERVICE:S,LLC Hip&Ridge Basic Wind Speed(Vot): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vasa): Max.150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 1.5/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in, plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and In accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind here 5-1/8" exposure MTn]] Start Figure 1 here 5-1/8"exposure lop Fastener ' Fastener Figure 2 4" Figure 3 1/ Figure 14. Hip&Ridge(Frederick&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 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. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TIE cHNICAL Sr=RvjCES,LLC Vintage@ Hip&Ridge Basic Wind Speed(Vut): Max 194 mph (Phillipsburg) Basic Wind Speed(V2sd): Max. 160 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with'the FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 511 exposure here- Start here Figure 1 0" exposure lot ter Fastener Fastener -1/211 Figure 2 Figure 3 Figure 16. Vintage®Hip&Ridge(Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 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. MKO TABUILDING PRODUCTS C R E EX Asphalt Shingles TECHNICAL.SERVICES,LLC LIMITATIONS 1) Fire Classification isnot within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by othersto meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof of height of 60-ft or less. 5) 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. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck, 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources,rces, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,'6m Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. 0 nNI R. % C) P -• .. • E IV G • 2017.09.25 • No 74 1 11 :31 :41 --0 t STATE OF -04'00' Al 4 .- N Zachary R. Priest, P.E. �) fs� ..0 R, Florida Registration No.74021 0 Organization No.ANEI 1669 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.'Pflest, 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 TBP1 5001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify GREEK 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.