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HomeMy WebLinkAboutProduct Approval ® 1 BOS Home I Login I User Registration Hat Topics SubmitSurcharge f Stats&Facts I Publications I Contact Us I SCIS Site Map Links Search I Florida :, Product Approval s USER:Public User Product Approval Menu>Product or Application Search>Application List>AppBcation Detail ,. FL# FL18355-114 Application Type Revision Code version 2017 =RECEIVEDApplication Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri—eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kem_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing 0 Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 44 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 PE 4 Validation Checklist-Hardcopy Received Certificate of independence FL18355 R4 COI TBP1 5001.4 2017 FBC Eva[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 FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 18355.1 Glass-Seat,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 Eval Report Shingles Approved for use outside HVHZ:Yes final.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 TBP15001.4 2017 FBC Eval Report Shingles final.pdf Created by Independent Third Party.Yes ' ha�lr t9axt Contact!!s=2601 Blair Stone Road,Tallahassee FL 32399 Phone=850-487-1824 The State of Florida is an AAlEEO employer Cop3aight 2007-2013 State of Florida.=Prfvac y Statement=Accessibility Statement::Refund SEatement 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 marl to this entity.Instead,contact the office by phone or by traditional mal.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.most 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 avalable to the public.To determine if you are a licensee under chapter 4S5.FS.,please click here. Product Approval Accepts_ M M9 Credit Card Safe Certificate of Authorization No.29924 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING.CODE,r EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued Sepfember25 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 LLG(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 Entity 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 LLG(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM D 3462 20t0A 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) 1 0CA50498 ASTM D 3462 2010A UL LLG(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11NK14014 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 CREEK Technical Services LLG(ANEi 1669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shat[notify CREEK Technical Services,LLC of any product changes or quarity 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 spt:t ffioliy addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODucT DESCRIPTION: Elite Glass-Seal(D 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-Sea[ 12-1/4" 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-Sea[ 12-1/4"x 36,ASTM D 7158, Class H self-searing,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® - 13-1/4" 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 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® 17-112"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 13-114" 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 36-318", 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 (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462 VintageiD 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 FI-18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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 addfessed h'e ein. TAMKO BUIL CREEK DING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vwt): Max.194 mph (Frederick,Joplin& Basic Wind Speed(V,,d): Max.150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBG requirements; g, Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederick,Joplin([Von- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): Inaccordance 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. 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 [Vail 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 Pattern'or"6 Nail Pattern'detailed below. NAILS Nailing ---- ------------- -------- - - 6-7ff 5.'I/8" Mt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern(Non-HVHZ only) NAILS N811R{g — ----------- --------------- ------•---— 6-7fir — — — — — — -----------•— - Bei Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001A FL1B355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3- The manufacturer shalt notify CREEK 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,installation,recommended use,or other product attributes that are not specifically addressed herein. 0 C p TAMKO BUiLDING PRODUCTS 1'' K Asphalt Shingles TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed(VQ: Max.194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(Vsd): 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. 15132 in. plywood existing (Dallas,Frederick construction. Phillipsburg&Tuscaloosa) Deck(Von-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 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 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 (Vail Pattern" detailed below. Installation ({Von-HVHZ): installed with 5-5/8 in. exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either a4 Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAIL ZON E COMMON BOND PEXPOSURES-6/9' 12-1/211 12-301 -►�- 12-1/2'L_� Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) FASTENERS NAIL ZONE T_ /COMMON BOND 6-I)W EXPOSURE 5-5)W Figure 4. Heritage®& Heritage®Premium 6 Nail Pattern TBP15401.4 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. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE! ASTENERS COMMON BOND E RE 5 5180 11-4 �-1/2+7-1,Q%+q-=+-1/2+-V2A4 �-1- Figure 5. Heritage®Woodgate 6 Nail Pattern -►�5`P'� 12-112" ►; ;B 12-1f2°--►;i�1�<- Common Bond FASTENERS tm t m� m U,O 1(1 CL X f0I 4 W i Figure 6. Herltage®,Heritage@)Premium,&Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE 7-7,11r AIL ZONE 6-1®Ba EDGE OF OIII�EON B BONND EXPOSURE 5-5180 ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage@(Tuscaloosa) Expanded Nail Zone Nail 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 attributes that are not Specifically addressed herein. CD TAMKO BUILDING PRODUCTS R K Asphalt Shingles TECHNICAL SERVICES, LLC HeritageO Premium Basic Wind Speed(VQ: Max.194 mph (Frederick) Basic Wind Speed(Vasd): 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.7116 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 a4 Nail Pattem"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS /bOMMON BOND 5112° EKP0 URE 5° Ila 120 Figure 8. Heritage@ Premium(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE1 FASTENERS /COMMON BOND �1l2° SURE 5° Figure 9. Heritage@ Premium(Frederick) 6 Nail Pattern TBP15001.44 FLI8355-R4 Page 6 of I 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 specifically addressed herein. TAMKO BUIL C REEjj DING PRODUCTS j� Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Mind Speed(VQ: Max.194 mph (Frederick) Basic Wind Speed(Vaw): Max.150 mph 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. Undedayment: 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 manufacturer's published installation instructions. Shingles shall be attached using either a4 Nail Pattern"or'6 Nail Pattern"detailed below. NAIL ZOWJ FASTENERS /"COLMON BOND T WOSURE Y JL 11" 2-3/8--4- 11" -� �-1" Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE1 FASTENERS COMON BOND t T EVOSURE 5" 1a� � .YlllL ■ .Y®JG�� �1U Figure 11. Heritage@ Woodgate(Frederick) 6 Nail Pattern TBPE5001A FL18355-R4 Page of It 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 addf6 ad hem-1h; REEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Vintage4 Basic Blind Speed(VQ: Max.194 mph (Phillipsburg) Basic Wind Speed(V w): 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.scope: 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 Nall Pattern' detailed below. installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBG requirements and manufacturers published installation instructions. Shingles shall be attached using either"5 Nail Pattem"or a6 Nail Pattern'detailed below. aymnc Fxpasm Pbtrh Fa-inss P�7 ore — — — — — — — — f — — — — 17-1I2" S p3wee ais awr b f Figure 12. Heritage®Vintage8 5 Nail Pattern(non-HVHZ only) Ruh tFTP!` ZtiyE F31E�7-I��(—F3tt &' Figure 13. Heritage(3 Vintage 6 Nail Pattern TBP15001-4 _ FL18355-R4 Page a of 11 llftnis malt it �a SISt�F aimffilec •Q tit��-�. 7W i N MW TercfFrtmemit Szva,,LM rdf my pmd'=dmwmps aT qmffoy a9tranm d=g&v t v&&gh*tt t6 e&ragw fff%Nda 0i§rr�4LClttt ii§Wk. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. G jj TAMKO BUILDING PRODUCTS [� Asphalt Shingles 0 TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(V.O: 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.7116 in.OSB existing construction. ilnderlayment 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 prevailing wind start 5-1/8" exposure /Fn]MStart Figure 1 hem IS exposure Fastener _ Fastener fl Figure 2 Figure 3 ff4" Figure 14. Hip &Ridge(Frederick&Joplin) TBP15001 A FL18355-114 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Mule 61620-3. 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 Specr(ically addressed herefrt: TAMKO BUIL CREEK j K DING PRODUCTS C j t Asphalt Shingles TECHNICAL SERVICES, LLC VtntageO Hip&Ridge Basic Wind Speed(V„ft): Max.494 mph (Phillipsburg) 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.T116 in.OSB existing construction. Underfayment: In accordance with FBG requirements. Min.slope: 2:42 and in accordance with FBC requirements. Installation. Installed with 5 inch exposure in accordance with the FBG and manufacturer's published installation instructions- The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind art 5" exposure Ak Start Figure 1 Me 51� exposure 1" Fastener Fastener �5-�f2" Figure 2 Figure 3 Figure 15. Vintage@ Hip &Ridge(Phillipsburg) TBP15001A FL18355-R4 Page 10 of II 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 attributes that are not specifically addressed herein. G R L L K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC LlmimIONs 1) Fre 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 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, 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. 0�,,RY''R'�P,,,,, E IV' R'� - 2017.09.25 • No 74021 - � 11 :31 :41 �- - -04'00` :- STATE OF :4tj�/` Zachary R.Priest, P.E. .-mFlorida Registration No.ofVA1.�0�`'''' Organization No.A[�IE1 669 1 111 II CERTIFICATION OF INDEPENDENCE: CREEK Technical Services,LLG 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 dstnbuting 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 of Florida product approval under Rule 61620-3. The manufacturer shall notify CREEK Technical Services,LLG of any product changes or quality assurance changes throughout the duration for which fhis 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.