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Home My WebLink AboutProduct Approval (2) Bcis Home I Login I User Registration I Hat Topic I Submit Surcharge Stats&Facts I Publications I Contact Us I BCIS Site Map Links I Search I b a Product Approval USER_Rubric User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FI-18355-114 RECEIVED Application Type Revision Code Version 2017 J V '919 n 19 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer TAMKO Building Products,Enc. REVIEWED FOR Address/Phone/Email PO Box 1404 Joplin(417),M-6644 CODE COMPLIANCE (417)624-6fi44 Fitt 2305 keni—eden@tamko.com ST. LUCIE(�COUNTY Authorized Signature Kerri Eden BOCC kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Ernail PO Box 1404 Joplin,MO 64802 (417)624,6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative File Copy 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 the Zachary R_Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2021 Validated By Locke Bowden P.E. '�* Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 C01 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 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 2017.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FBG Approval 10/08/2017 Date Approved 12/1212017 Summary of Products FL# Model,Number or Name Description 18355.1 Glass-Seal,Elite Glass-Seal,Heritage, ASTM D 3462 asphalt shingles and hip and ridge shingles 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 II TBP15001.4 2017 FBC Eva[Report Shingles Approved for use outside HVHZ Yes final.Ddf 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 TBP15001.4 2017 FBC Eval Report Shingles final.pdf Created by Independent Third Party.Yes flack Neat Contact us::2601 Blair Stone Raad,Tallahassee FL 32399 Phone_85GA87-1824 The State of Florida is an AA/EEO employer.2gp5Eight 2007-2D13 State of Florida.::Privacy Statement z Ar2gEgLxility Statement=Refund Statement Under Florida law,email addresses are public records.if you do not want your email 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 455275(1),Florida Statutes,effective October 1,2012 licensees licensed under Chapter 455,FS_must provide the Department with an email address if they have one.The emarls 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 addresr,please provide the Department with an email address winch can he made available to the public.To determine if you are a licensee under Chapter 455,FS,please click here. Product Approval Accept ®®®R9 Credit Card Safe Certificate of Authorization Alo.29824 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)48th-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6P EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September25,2017 220 West a 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: 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 Eniily 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 2 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) OSNK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLG(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLG(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLG(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(TST9628) IOCA64882 ASTM D 3161 2016 UL LLG(TST9628) I INK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLG(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2016 UL LLG(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A GREEK Technical Services LLC(ANE71669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 1 i 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 W@afit;ally addressed herein. ' CREEK �� TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Seal® 12-114"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-Sea[ 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. Glass-Seal 12-114"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. eritage® 13-114" 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 Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) 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, (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 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintagef3 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. TBP15001.4 FL18355-R4 Page 2 of I I 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 addF"e§se�he en_ CREEK TAMKO BUiLDENG PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Sea[® Basic Wind Speed(Vwj): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(V w): Max.150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBG 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 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 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattem"or"6 Nail Pattern'detailed below. NAILS NalTirtig - ----------------- ----- ------ 6-718° Area 51/8" Buff Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern(Non-HVHZ only) NAILS Nailing — --------------- --------------- — — — 6-718" Area ------------ — - -----—-----— - ------- 5-118" Buff 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 61 G20-3. The manufacturer shall notify GREEK Technical Services,LLG 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, instatiation,recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BBttlllNG PRODUCTS Asphalt:Shingles TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed(VQ: Max.194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(Vaw): Max.150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBG 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 FBG 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 manufacturer's published installation instructions. Shingles shall be attached using T Nail Pattern' detailed below. installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 4 Nail Pattem"or"6 Nail Pattern'detailed below. FASTENERS NAIL ZONE COMMON BOND 6-1/8" FEXPOSURE 6-6/8" 12-11211 12-3/8" - 12-112"--►I h-1" Figure 3. Heritage@,Heritage@ Premium,and Heritage@ Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) FASTENERS NAIL ZONE T- /COMMON BOND 6-W EXPOSURE 5-5)W 1� f�-7-1/2��7-112"-r►� 7�/8°�-�t T_1/2"-►�7-112` If-1 Figure 4. Heritage@& Heritage@ 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 shalt notify CREEK Technical Services,LLC of any product changes or duality 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 ZONE/ ASMNERS COMMON BOND 6-Ila° EVOSURE 5 5180 Figure 5. Heritage@ Woodgate 6 Nail Pattern 12-112" Common Bond FASTENERS v ��'• l .1. :Nfx. :: �. r J.ilXrfYY•11J.F.� Yrf`,? l.:�`'.�� fm t m� Ln O N X co 1W 1 — Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE 7-7Ar AIL ZONE &-idBR EDGE OF OII�ION B BONND EXPOSURE S-5/W ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COl{iIMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage@(Tuscaloosa) Expanded Nail Zone Nall patterns from Figures 3,4,and 6 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 61G20-3. The manufacturer shalt 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 aHributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage@ Premium Basic Wind Speed(VQ: Max.194 mph (Frederick) Basic Wind Speed(Vsd): Max. 150 mph Deck(HVHZ): in accordance with FBG 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 FBG requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underfayment: in accordance with FBG requirements. Min.slope- 2:12 and in accordance with FBG 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 FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or a6 Nail Pattern'detailed below. NAIL ZONE! FASTENERS COMMON BOND 51/2° EXPOSURE 5° I—LD U D 1" 11- 120 -►�-11 �--1° Figure 8. Heritage@ Premium(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND �12° EEXPOSURE S° 9° �1' Figure 9. Heritage@ Premium(Frederick) 6 Nail Pattern TBP15001.4 FL18355 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. CREEi' TAMKO BUILDING PRODUCTS j� Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Woodgate Basic Wind Speed(VQ: Max.194 mph (Frederick) Basic Wind Speed(Vaw): Max.150 mph Deck((Von-HVHZ): In accordance with FBG 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 FBG 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 FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 !Vail Pattem"or"6!Vail Pattem"detailed below. WT NAiL Z0� FASTENERSCOWAON BOND 5-112" EXPOSURE W Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ FASTENERS CO(<1G�i0N BONG t V7f 5-1 PP' EXPOSURE 5" l Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001A FL18355-R4 Page 7 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 addFassed Wm; CREEKi� TAMKO BUILDING PRODUCTS K n Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Vintage@) Basic Wind Speed(V ft): Max_194 mph (Philripsburg) Basic Wind Speed(V d): Max.150 mph Deck(HVHZ): In accordance with FBG 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 FBG 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 FBG 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 T 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"5 Nail Pattern"or"6 Nail Pattem"detailed below. acr z Pb1ch Fps ore 17-1(Y' i ! S Ex1pawse � � N 9-L+�—r�t-9W!' Figure 12. Heritage@ Vintage@ 5 Nail Pattern(non-HVHZ only) +lkimm lz-1� Figure 13. Heritage®Vintage 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 of 11 iN's ewfiumbm mittI pmmbd fw aff Fbidda its Appmrj aAmdar8 WG20-3: if�aNnAi¢�I ice,ILu.IC�� attr '� t� 4R i�QNari i�trD tGhi6�e ib This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK 7AMKOBUILDINGPRODucTS Asphalt Shingles TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(V,d,): Max.194 mph (Frederick&Joplin) Basic Wind Speed(V,.d): Max.150 mph Deck(HVHZ): In accordance with FBG 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 FBG 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 start �5-1/8" exposure t ll Start 9 Figure 1 here 5-1/8"exposure r Fastener _ Fastener � " 5-518" Figure 2 Figure 3 Figure 44. Hip &Ridge(Frederick&Joplin) TBP15001 A FI-18355-R4 Page 9 of 1 t This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shaft 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 PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Vintage&Hip&Ridge Basic Wind Speed(V,t): Max.194 mph (Phillipsburg) Basic Wind Speed(Vaw): Max.15G 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 FBG requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.2116 in.OSB existing construction. Underlayment: In accordance with FBG requirements. Min.slope: 2:12 and in accordance with FBG 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. Direction prevailing wind Smart 5�" exposure Start Figure 1 here 5" exposure 1" - � Fastener � Fastener �`5-1/2" "-5-1),2" Figure 2 Figure 3 Figure 15. Vintage®Hip&Ridge(Phillipsburg) TBP15001 A FL18355-114 Page 10 of I1 This evaluation report is provided for State of Florida product approval under Rule 61020-3. 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 specificaffy addressed herein. - �� TAMKQ BUILDING PRODUCTS Asphalt 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 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 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 undedayment 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 FBG, 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 listed in 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,6°i Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. `%RY1 1R1,p1'r.i %GEA1' - 2017.09.25 • No 74021 �( 12 11 :31 :41 O STATE OF :��/ oc- 4 P•:N�� Zachary R.Priest, P.E. R, Florida Registration No.74021 ;ONA;� � Organization No.ANE11669 CERTIFl,CATI:ON 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 evafuation. 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 FL18355-114 Page 11 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.