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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of2 :t ' a o a _ BCIS Home ' Log In { user Registration Hot Topic i Submit Surcharge Stats&Fads Publications FBC Staff SOS Site Map f Lints Search Flolida a ''Product App—alp USER:Public User sem'. r - Product Approval Menu>Product or Application Sea¢h>Application List>AppliWBon Detail T .a FL# FL18355-R4 RECEIVED Application Type Revision 2 6 Z��g Code Version 2017 MAR Application Status Approved ST. Lucie County,permitting Comments Archived i Product Manufacturer TAMKO Building Products,Inc. ( Address/Phone/Email PO Box 1404 Joplin,MO 648 ��yyy k (417)624-66 Ext kerri_eden@ta r LEU01- IF Authorized Signature Kerri Eden kerri_eden@tamko.com i Technical Representative Kerri Eden ` Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri—eden@tamkd.com 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 0 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 G Validation Checklist-Hardcopy Received Certificate of Independence FLIS355 R4 COI TBP15001 4 2017 FBC Eval Report Shinnies final.odf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing,Lab FL18355 R4 Eouiv UL letter for standards for FBC 2017.0 Sections from the Code hqs://www.floriclabuilcling.org/pr/pr_app dtl.aspx?param=wGEVXQwtI)quvosrHazGXQ... 1/3/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/25/2017 j Date Validated09/27/2017 ti Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 j f Summary of Products ( FL# Model,Number or Name Description f 18355.1 _Glass-Seal,Elite Glass-Seal, ASTM D 3462 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. 1`1_18355 R4 )I TBP15001.4 2017 FBC Eva[Report Shingles Approved for use outside HVHZ:Yes Flnal.odf Impact Resistant:N/A Verified:By:Zachary R.Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes Other-See evaluation report for limits of use. Evaluation Reports FL18355 R4 AE TSP15001 4 2017 FBC Evai Report Shingles final.pdf Created by.IndependentThird Party:Yes Back Next I Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 ia t The State of Florida,ls an AAjEC-0 employer.ran,,.;ni,t 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 ,f 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.Theeails provided may be used for official communication with the licensee:However small addresses are public record-If you do not wish to m 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 hem. Product Approval Accepts: ia� ® iCta. Credit Card Safe 1 I https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquvosrHazOXQ... 1/3/2015 rl� Certificate of Authorization No.29824 17520 Edinburgh Dr CREEK Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September.25,2017 220 West e Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin,MO Phillipsburg, KS Frederick, MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category;9 , 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 Report No. Standard Year PRI Construction Materials Technologies(TST5478) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST587 TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1095 PRI Construction Materials Technologies(TST5878) TAF'-11402-01 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(TST6878) 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 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Constructio'n,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) 06NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D3i61 2016 ASTM D 3462 2010A UL LLC(TST9628) IOCA50498 ASTM D 8462 2010A UL LLC(TST9628) I0CA64882 ASTM D 8161 2016 UL LLC(TST9628) 1INK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(T§T9628) 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 b 3462 9010A CREEK Technical Services LLC(ANEI 1669) TBP15001.3 Calculations 2017 TBP15001.4 FL18365-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. RTAMKO BUILDING PRODUCTS 1 CEKL+ Asphalt Shingles TECHNICAL SERVICES,LLC i PRODUCT DESCRIPTION Elite GlassSeal® 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. 12-114 x 36", ASTM D 3161, 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 ' Tuscaloosa) ceramic granules complying with ASTM D 3462. 1 Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 34ab 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. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and. ASTM D 7158, Class H fiberglass ,(6affas,.:fteder ck,. reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin;:PhIltipsburg--& complying with ASTM D 3462. lbscal'aosa) Heritage®Premium 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 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, j (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 architecturalasphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 13-1/4" x 39-3/86, 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. HeritageOWoodgate 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 i 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 complying with ASTM D 3462. Vintage®Hip and Ridge 12" x 12", ASTM D'3161, Class F fiberglass reinforced;flip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. i } TBP15001.4FL18355-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 Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION 1 Elite Glass-Seal® Basic Wind Speed(Vuit): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vsd): Max. 150mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; ! & Solidly sheathed min. 19/32 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'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 5-1/8 inch 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 5-1/84nch 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. l NAILS 1,. 1,I r ' _ -__ ----------------T---- Area - - - - -- - 5-118" F L :` Bolt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS • JI .- Nailing .................�...... .------ __ - - 6-7/8�� -- - _.....----...... ---.. _ - _......-_--------- 5-118" But Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.4 FL18355-R4 Page 3 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. CREEK TAMKO BUILDING PRC UCTS jZ n Asphalt Shingles ; TECHNICAL SERVICES, LLC I Heritage& Basic Wind Speed(V it): Max. 194 mph 1 (Dallas, Frederick,Joplin, Basic Wind Speed(Vew): 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 i (Dallas, Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with'FBC requirements; & Solidly sheathed min. 15/32,in. plywood 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 manufacturer's 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 '5-518 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAI L ZON E COMMON t BOND 6-1I8" EEXPOSURF-6-6/6' s. t 12-112"—► — 12-3181 --►�— 12-1.12".--►� �-1" Figure 3. Heritage%Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) 4 i I FASTENERS NAIL ZONE COMMON BOND 6AX, EXPOSURE 3-518" 1 i'� �1-7-1/2'�1-112"-►�-7-318'` -7-ill"-►h-7-1/2"-►� �i--1 Figure 4. Heritage@,&Heritage®.Premium 6 Nail Pattern i TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report isprovided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK j 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 TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL.SERVICES,LLC NAIL ZONEI AS3'ENERS�---- � COMMON BOND 6-118 ExPOSUE3E 5 5/E" 1 7-'112 7-1f2 7-3/8 9I2 7-9I2 1 � Figure 5. Heritage@ Woodgate (( 6 Nail Pattern -►ii"111 12-1/2" 12-1/2" ii ii Common Bond + ' FASTENERS ; , in o 64 t 39-3/8" Figure 6. Heritage@,Heritage@ Premium,&HeritageO Woodgate { Alternate_ 6 Nail Pattern a PAINT t 7-7f8" _ WAIL ZONE 6_.1i&, EDGE OF, COMMON BORED -EXPOSURE 5-518" ACCEPTABLE, FASTENER LOCATION DO NOT FASTEN ALONG�EDGE OF. COMM ON-BOND PREFERRED FASTENER LOCATION Figure 7. Heritage@(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3,4,and S may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5 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. PRODUCTS CREEK TAMKO BUILDINGAsphalt Shingles TP-ciiNICAL SERVICES,LLC HentageO Premium Basic Wind Speed Max.194 mph (Frederick) Basic Wind Speed(Vsd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or,wood plank for new construction; Min. 15132 in. plywood existing construction. Deck(NonwHVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction;Min.7/16 in.OSR existing construction. Undedayment: In accordance with FBC_requirement I s. 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 manufacturers 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'4 Nail Patternor"6 Nail Pattern"detailed below. NAIL ZONE) FASTENERS COMMON BOND T_ it T 51/2 EXPOSURE 511 1 1211 It Figure 8. Heritage@ Premium(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ FASTENERS;,,,�. COMMON BOND V T 51/20 POSURE 5" El - Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattern TBP1 5001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida,product approval under Rule 6IG204. 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. PRODUCTS CREEK TAMKO BUILDINGAsphalt Shingles TECHNICAL SERVICES,LLC Heritage( Woodgate Basic Wind Speed(Vwt): Max. 194 mph (Frederick) Basic Wind Speed(yard): 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, NKILZONE! FASTENERS COMMON BOND i T EXPOSURE 9' + ills Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONV COMMON BOND FASTENERS t EXPOSURE+ Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluafion 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 TEcHINICAL SERvicF-s,LLC Heritage@ VintagaO Basic Wind Speed(\/.it): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vsd): Max. 150 mph Dock(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: Inaccordance with FBC'requirements. Min.slope: 2.12 and'in accordance With FBC requirements, Refer to the manufacturei't application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5 in.-exposure in accordance with'RAS 115 and manufactureCs 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. 40' X Exposure —— — — —— — — — — - J ori 17-W Exposure 91 01. Figure 12. Heritage®Vintage@ 5 Nail Pattern(non-HVHZ only) tic Fanners 17-11r 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. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles } TECHMICAL SERVICES,LLC Hip&Ridge Basic Wind.Speed(Wit): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vasa): Max. 150 mph Deck(HVH2): 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-HVH2): 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 'ff Start 5,-1/8" exposure Stat rp he re Figure 1 *-1/811 exposure i lit -- 5. , - �,� Fastener Fastener Figure 2 Figure 3' Figure 14.. Hip&Ridge(Frederick&Joplin) TBP15001.4 FI-18355-R4 Page.9 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 i. TECHNICAL SERVICES,LLC i i Vinta e®Hi e Basic Speed 9 p&Ridg p (VWc): Max.194.mph (Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph Deck(HVH2): 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.wii:h 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 manufacturer's published installation instructions. The direction 'of the exposed end shall be away from the prevailing wind. 1 Direction of prevailing wind Start 51" exposure here- /Fn] ere- . n f I I I I Start here 5" exposure Figure 1 its Fastener Fastener 5-112 Figure 2 Figure 3. Figure 15,. Vintage®HipA Ridge(Phillippburg) f ' 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. PRODUCTS CREEK TAMKO BUILDINGAsphalt Shingles TECHNICAL SERvicEs,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBG requirements. 3) The moan 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 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 deck. from the 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, the more restrictive' and code compliant detail shall prevail. 8) All products lidt6din this report shall be manufactured under a quality-assurance,program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R.-Priest, P.E. have demonstrated compliance with the Florida Building Code,(P Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. P ;��,.P� P c E N 13 2017.09.25 No 74021 11 :31 :41 -04'00' STATE OF Zachary R.Priest,P.E: Florida Registration No.74021 % Organization No.ANE11669 % CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will A 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 TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State o'f 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.