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HomeMy WebLinkAboutProduct Approval A W `K LU" SCIS Home Log In User Registration Hot Topics Submit Surcharge Stam&Facts Publications Contact Us acts Site Map Links Search~ d bl a OProduct Approval P r USER:Public User P,ndurt Aonroval Menn>Pmd;:ct or Annlitarbn Srarrn>Annhratlon 1 ist>Application Detail MIN 12`1 P° , FL# FL38355-R4 Application Type Revision Code Version 2017 Application 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 kerri_eden@tamko.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 '7 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 P.E. -, Validation Checklist-Hardcopy Received Certificate of Independence FLIS355 R4 COI TBP15001.4 2017 FBC Eva)Report Shingles 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 Eauiv UL letter for standards for FRC 2017.odf 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-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 FL18355 R4 IT TBP15001A 2017 FBC Eval Report Shimile Approved for use outside HVHZ:Yestfnal.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 F118355 R4 AE TBP15001 4 2017 FBSEval Report Shingles final.pdf Created by Independent Third Party:Yes Back Ne Contact Us::2601 Blair Stone Road,Tallahassee Ft.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Comnioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.Ifyou do not want your e-mail address released In response to a public-records request.do not send electronic mail to this entity.Instead,contact the office by phone or try traditional mail.If you have any questions,Please contact 850,487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,ncensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for offtclal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please click her-. Product Approval Accepts: Credit Card Safe Certificate o Authorization f anon No.29824 GREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6'EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017 220 West 40 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 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 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) 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) 10CA50498 ASTM D 3462 2010A UL LLC(TST9628) 1OCA64882 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 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(ANE11669) TSP15001.3 Calculations 2017 T81315001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3_ The manufacturer 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. T CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC PRODUCT DESCRIPTION Elite Glass-Seal® 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 th fiYerglass 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 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 12-1/4"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. Heritage® 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®Vintages 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. Heritages 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 (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintages 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. a 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. CREEK Ei K TAMKO BUILDING PRODUCTS TECHNICAL SERVICES,LLC Asphalt Shingles INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vul): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(V.,d): 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. 15132 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) 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. 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 Pattern"or"6 Nail Pattern"detailed below. NAILS -« 4 1° w Nailing - ------- Area - ----------------- _—___..------------__...____ 5.118„ Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern(Non-HVHZ only) NAILS �1n 1n Nailer — — —. - — - — _ —- - 6-7/8° — —....- -- —.....__.....•...._._. 5-118' Butt 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 CREEK Technical SenAces,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 I CREEK Asphalt Shingles TECHNICAL 5ERV10ESi,LLC Heritage® Basic Wind Speed(V,a): 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. 15132 in. plywood existing (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) 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(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 Nall 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 u4 Nail Pattern"or°6 Nail Pattern"detailed below. FASTERiERS NAI!ZONE COMMON BOND EXPOSURE 6-6/81, 12-1/2"-+- 12-3/8" -+-- 121/21"- 111 Figure 3. Heritage@,Heritage®Premium,and Heritagea Woodgate(Dallas) 4 Nall Pattern(non-HVHZ only) FASTENERS NAIL ZONE COMMON BOND 6-1 EXPOSURE 5-5/$- r 1�-►� Figure 4, Herlitage@ 8 Heritage(D premium 6 Nall Pattern / r r j TSP15001.4 This evaluation report is provided for State of Ftortda product approvaBl under Rule 611;20-3 Technical Services,LLC of arty product changes or quailty assurance than � Page 4 This evaluatior sport does not r The manufacturer shall notify C specifically addressed herein �ess nor imply warranty,installation reaommendedou ethorr othe onr or which this report i p oduct attributes that CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC NAIL ZONE/ ASTENERS COMMON BOND a-va. T rEXPPOSURESSW '2A k-112+7-112%01-0-7-U+-li2+74/22Ili] �V' Figure 5. Heritage®Woodgate 6 Nail Pattern I -►It°�Y'• t2-1/2"-r ��--12-1/2°--�t°�19�- ® Common Bond FASTENERS 11 s � 1 � 39-318° Figure 6. Heritage®,Heritage®Premium,8 Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE 7-7/811 -- — _ NAI L ZON E 6-1I8° EDGE OF COMMON BOND EXPOSURE 5-518" ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF - -- COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone Nail pattems from Figures 3,4,and 6 maybe 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 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 C R E E K TAMKO BUILDING Shingles TECHNICAL SERVICES,LLC Heritage@ Premium Basic Wind Speed(Vtit): Max. 194 mph (Frederick) Basic Wind Speed(Vs4): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for now 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. Refer to the manufacturers 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"4 Nail Pattem"or"6 Nail Pattern'detailed below. NAIL ZONE/ FASTENER$s-... /ItOMMON BOND 51127 SURE 5"1 FO IS IF 12" lin—iii � —'v Figure 8. Heritage@ Premium(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE! FASTENERS V COMMON BOND Tam 51/2" E7XPOS LIRE 511 1 1 I � 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 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 TECHNICAL SERVICES,LLC Heritage®Woodgate Basic Wind Speed(V,&): Max. 194 mph (Frederick) Basic Wind Speed(Vad): 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 manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Paftem"or'6 Nail Pattem"detailed below. NAIL ZONE/ 1 ,o--------ZFASTENERS /COMMON BOND T /;2 EXPOSURE 61 Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ q COMMON BOND FASTENERS Ar * /T ' 5-112n EXPOSURE 5" 9-1W Figure 11. HeritageO 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 don not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. DING PRODUCTS CRTAMKO BUILDING Asphalt Shingles TECHNICAL SERVICES,LLC Heritage@ Vintage® Basic Wind Speed(Vul): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasd): 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 accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Undeflayment: 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 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"5 Nail Pattern"or'6 Nail Pattern"detailed below. 4CP =A rxposwe Nosh 61 L Fasteners F usMao oce --- - - - - --- - -- -- 54 L FXP r +emoe Figure 12. Heritage®Vintage® 6 Nail Pattern(non-HVHZ only) AbWAS ne - - — — — — — — - - — 21.A Figure 113. Heritage®Vintage 6 Nail Pattern TBP15001.4 FI-18356-114 Page 8 of 11 This evaluation report Is provided for State of Florida product approval under Rule 611320-3. 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 TECHNICAL SERVICES,LLC Hip&Ridge Basic Wind Speed(Vut): 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. 15132 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.7/15 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. 01recUon of prevailing wind 5-1/811 exposure A Fn] P here t Figure I 5-1/8"exposure ivy. Fastener astenerMIS Figure 2 114" Figure 3 Figure 14. Hip&Ridge(Frederick&Joplin) TBP15001.4 FL18356-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 6I620-3. The manufacturer shall notify CREEK Technical Services,LLC of any product Changes or quality assurance changes throughdut 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 DING PRODUCTS TAMKO BUILDING Shingles TECHNICAL SERVICES,LLC Vintage®Hip&Ridge Basic Wind Speed(Wit): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasd): 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 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 manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Diredlo4n of prevailing wind - Start, 511 exposure nemrl�— -- " F n]M_ Q, start Mang— Figure 1 here 511 exposure in VW er Fastener IMP Figure 2 Figure 3 Figure 15. Vintage®Hip&Ridge(Phillipsburg) J. 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(luratlon for which this report is valid. This evaluation report does not express not imply warranty,Installation,recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK 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 8&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 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. a14 R 'r.- 0 E 2017.09.25 • No 74021lr 11 :31 :41 :0 STATE OF -0400 0 ;0� Zachary R. Priest,P.E. 9 . N ZOR "* *****......I.... Florida Registration No.74021 11101 ;Ivp Organization No.ANE1 1669 09'9/ONAX- �1;11 10 ff#fill I CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP1 5001 A FL18356-R4 Page 11 of 11 This evaluation report is provided for State of Floffda product approval under Rule 6IG20-3. 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. 1 • yy e ` e; lam ,yJ I rl•i I�j 7C � Ir72 aP .___�_'___. ems_ l ___� 'I'- —•. —...� _'_.y'.o' dbpr acts Home LogIn UntrRegis[iahon HotTo0cs Submitsurcha+ge Stats6Facia Putticatons Conus w 11CtSSlueMap LIA9 Seamh (ak®r Product Approval UUK:Pubac user EEL'7s:•6,r•mv�l rtrry>Fr i„-t o.:.,,trnr•nn s.n•-� F o-'w-,.•».,L>�lpplleation Detail ' FL FL12328-R8 Application Type Revision Code version 2017 Application 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 Kern Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 P.E. � Validation Checklist-Hardcopy Received Certificate of Independence F 12328 RR Cni TRP14001.4 2017 FRC ryas Re^.nrt TAM;en I Inrlerlavments final.ydr Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM DUO 2016 ASTM D5380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FSC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products FL* Model,Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ:Yes 1-11.7328 RR 11 T82140n1 A 2017 W- Fvni Rnnnrt TANKQ Approved for use outside HVHZ:Yes Underlavments flnal.ndf Impact Reslstant.•N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports Fi..:23ZA R8 AE 113P14001.4 yQ17 F13C Eval Report TA_MW UndPrlayments finAi.odf Created by Independent Third Party:Yes 12328.2 ASTM Tile Underiayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ*Yes F1.12328 R3 11 TBP14Q01.4 2017 FSC Eval Rc+Onrr TAMKQ Approved for use outside HVHZ:Yes l lndedavments final.o4;f Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports 171-12328 R8 AF. TRP14001.4 2017 FBC Fval ReOnrt TAMKO tinderlavm@nM-Onnl.ndf Created by Independent Third Party:Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ:No F1.12926 RR fI T13P240n1 4 7n17 FRC egal RPoort rAMVC(7 Approved for use outside HVHZ:Yes 0nd�:iay_mence finaLodf Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE T9P1e001,4 2017 FRC Ev^I RPPnrt TAMKO Underlavments fmal.ndf Created by Independent Third Party:Yes 12328.4 Moisture Guard A self-adhering modified bitumen underlayment. Limits of Use installation Instructions Approved for use In HVHZ:Yes R 12328 R9 It TEPI4001 4 2017 Fi-C rYml Reof-t TAr1KC Approved for use outside HVHZ:Yes Underlavments finii.ndi Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Parry:Yes Other:See evaluation report for limits of use. Evaluation Reports FI 12328 R8 AF T91`14(301-4 2017 FRC EVAI Report TAMKn Urharlavm-nm fmal.odf Created by Independent Third Party:Yes 12328.5 No.15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 11 T8P74001�,4 2017 FBC Fuel Rrnort'(AMKO Approved for use outside HVHZ:Yes Unn? mpfinal.ndf Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other.See evaluation report for limits of use. Evaluation Reports FL12328 R8 AF TBP14001 4 20117 FPC Eval Rannr TAMKO 1 lnderlAyment6 final.Ddf Created by Independent Third Party:Yes 12328.6 No.15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use In HVHZ:Yes Fl,2_a2,a RB II TRPl4001 4 2n 17 FaC Eyai RPr,ort TAMKO Approved for use outside HVHZ:Yes nd edaymcnts final." Impact Resistant:N/A Verified By.Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other.See evaluation report for limits of use. Evaluation Reports FL1232B 98 AE TBP14001.4 2017 FBC_Eyal R,?nnrt.TAh1%0 Iindarlavrn nt+finai orlf Created by Independent Third Party:Yes 12326.7 No.30 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use In HVHZ:Yes EL 17i7R R8 iI TB?14nO14 017 FBC Pvil Rn nn rt TA Ko APProved for use outside HVH2:Yes Unriprlayrnents final.nrif . Impact Resistant:N/A Verified Sy:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FI-17326 RS AF TRPt4nn1 4 2017 FRC Eval Rnitnrr TAMKO linderJayments final.ndf Created by Independent Third Party:Yes 12328.8 No.30 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVH2:Yes FL1733S R8 it TBP14pd1 4 2017 FBy EyL Repprr T fA��t fi Q Approved for use outside HVHZ:Yes IindPrlavmPntc final, Impact Resistant)N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FLi7328 R8 AE TSP14001.4 2017 FBC Fval Rt+acirtJAMK Underlavrncnts finai,arif Created by Independent Third Party:Yes 12328.9 TAM-FELT Alternate to ASTM D 226,Type II underlayment Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 i1 TRP14001.4 2Q17 FRC Eval RPnn t,TA.MX Approved for use outside HVHZ:Yes UnrrferiTyments fin,i.rdf 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 F12328 R3 AF TBP14001.4 2017 FRC rval Repron TAMKCI Ijne:pjkymnts final_prif Created by Independent Third Party:Yes 12328.10 Tile!Metal and Tile Underlayment self-adhering modified bitumen underlayment Limits of Use Installation instructions Approved for use In HVHZ:Yes FL12328 88 iI TBP14001.4 2017 FOC Eva'Report_Ah K Approved for use outside HVHZ:Yes rl>laymPnts finai,pdf Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FI 17.328 R8 ja�TRP14001.4 2017 FRC FvAI Report TAMKO I lnrlerlaymrtnrs frnauri f Created by Independent Third Parry:Yes 12328,11 TW Underlayment self-adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use In HVHZ:Yes F_L72328 RR II TBP/4r nT,4 2012 F(1r.r-val ftpurr TAM50 Approved for use outside HVH2)Yes InrfPrlayrnents final.rulf Impact Resistant:N/A Verified By.Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limb of use. Evaluation Reports F1 77378 RR AF TBP1400t.4 2017 FRC Fval RpnnrrTNMKr_) Uridrr1aymentc FIna1,nd Created by Independent Third Party:Yes E-B PER Contact Us::2601 Moir Stone Roan.Tatlahas a FL 32399 Phom:850.487-182a The state of liana is an AWEEO empbyer.Coovrwbt 2M-1-2013 State of Florida.::Privacy Statement.:1Mresslbllity Statement!!Refund Statement Under 1141de law,email addresses are public records,L you do r.01 wart your o•miJ address released in response to a public-records request,do not send electronic mail to this entity.Inswol,contact the offs®by phone or by tradmonat mail.If you rave any qucsbons,pease contact 850.487.1395.-Pursuant to section 455.275(1), Florae Statutes,cnecttve October 1,2012,fcen5a s IKelsad under grapier 455,F.S.must provide the Department with an email address If they have one.The entails provided may be Una for oRrfal communication with the warms However annut addresses am pubic 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 pucthG To aetermine if yah are a licensee under Chapter 455,F.S.,please dick tM. Product �Approval : val Accepts ®WE� lira E Credit Card SafB CRCertificate of Authorization No. 29824 E E IK 17520 Edinburgh Drive Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,C EDmON(2017) Manufacturer: TAMKO BUILDING PRODUCTS,INC. Issued October 19,2017 P.O.Box 1404 Joplin,MO 64802 (417)624-6644 htto://www.tamko_com Quality Assurance: UL LLC(QUA9525) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO@ ASTM Slate ASTM D 6380,Class M,Type I I underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. r TAMKOO ASTM Tile ASTM D 6380,Class M,Type I I underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKOS Master ASTM D 6380,Class S,Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated an both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only_ TAMKO@)Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard@) with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKOS No.IS ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt TAMKO@)No.15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt TAMI(b No.3o A3TM ' ASTM D 226,Type Il underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt. _- TAMKOS No.30 UL ASTM D 226,Type 11 underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@)TW Metal and Self-adhered,flexible,ASTM D 1,970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self-adhered, flexible, ASTM D 9970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-RB Page 1 of 4 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 change,or quality assurance changes throughout the duration for wtticn this report IS valla. This evaluation report does not express nor imply warranty,instauation,recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments I,k= � TECHNICAL SERVICES,LLC TAMKOO TAM-FELT Alternate to ASTM D 226,Type I and Type 11 underlayment constructed from a non- perforated organic felt that is saturated vAth asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. 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. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8'gap at abutting Joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKC(D 7W Metal and Tile Underlayment and TAMKOS TW Undedayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture GuardE)shall be 35*1F. The minimum roof slope shall be in accordance with FSC requirements except as follows: a) The minimum slope of TAMKOD ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMK0QD TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self-adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: MetalRoof - MliftlRiail—_ Wood Asphalt: Paneft and Surfaced Roll Shingles and state Clay and Underlayment Shingln Shin es --giggling— shakes --!hinter. Concrete Tile TAMKOS ASTM Slate Y1 N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOS Master Smooth Y1 N N N NN TAMKOO Moloture GuarcM Y N N N N N TAMKO@ No.is ASTM Y2 N N Asphalt Saturated Organic Y Y Y Fell TAMKO(bNo.ISULAsphalt Y2 Y Y Y Y N Saturated Organic Fet. TAMWWNo.30 ASTM Asphalt Saturated OrpYnic Y Y Y I Felt TAMKO@ No.30 UL Asphalt Y Y Y N Y N Saturated Organic felt TAMKOS TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Undodayment Y Y N N N TAMKOO TAM-FELT Y N N N N N Notes: 1)open valley applications per 1507.2.9.2 2)Wood shingles only TSPI4001A FL12328-R8 Page 2 of 4 T evaluation report Is Fm_,6ded for State of Florida Product approval under Rule SIG20-3. The manufacturer shall notify CREEK This product changes or quality assurance changes throughout the duration for which this report Is valid. Technical Services,LLC of any This evaluation report don not express nor imply warranty,Installation,recommended use,or other product attributes that are not specifically addroosed heroin. CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES,L..1_C LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published application instructions. Where discrepancies exist between these sources,the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be Installed with the roll length parallel to the eave,starting at the eave,and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TS76049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-216-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-218-02-D3 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TS78049) TAP-217-02-01REV ASTM D6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-2i8-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(fSTMM9) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-245.02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 18B 2012 PRI Construction Materials Technologies(TST6D49) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC(TST9626) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 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 BULDING FRODCUTS,INC. CREEK TAMKO Underlayments TECHNICAL SERVICES,LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ,0"1111111811"1 ri E Aj2017.10.19 No 74021 12:15:58 -04'00' STATE OF .-Al Zachary R.Priest,P.E. Florida Registration No.74021 Organization No.ANE9541 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,not vAl it wAulm.a rinando interest in any company manufactwing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or dis"ining products under this evaluation. Zachary R.Priest P.E.does not have,nor vvill acquire,a financial interest In any company manufacturing or distntunno products under this evaluation. Zachary R.Priest P.E.does not have,nor wil acquire,efinencial interest in any otherenoty involved in the approval process of the product. END OF REPORT T81314001.4 FL12328-RB Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 6IG20,3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assuranoe changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply wartOnlY,installation,recommended use,or other product attributes that are not specifically addr Med herein.