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HomeMy WebLinkAboutProduct Approval o BUS Home Login User Registration Hot Topics Submit Surcharge Stats&Facts I Pubrications I Contact Us SCIS Site Map i Corks ' Search i Florida a Product Approval dr USEEL Pubic user Product Approval Menu>Product or Application Search>Application List>App6ratfan Detail . FL# FL18355-R4 Application Type Revision Code Version 2017 RECEIVED Application Status Approved JUN 11 "019 Comments Archived ST. Lucie County, Permitting 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 r 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. V Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 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 04/25/2017 Date Validated 04/27/2017 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,Heritage, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage Premium,Heritage Woodgat%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.pdf 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 Eaci< P:@Xt Contact Us=2601 Blair Stone Road Tallahassee FL 32399 Phone:856-487-1824 The State of Florida is an AAKEO emproyer Caeydght 2007-2013 State of Ronda=PrivacvStatement=AccessibTRy Statement=Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubric-fecords 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 455.275(1),Ronda Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emal address if they have one_The emairs provided may be used for official communication with the licensee_However email addresses are public recori 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 area licensee under Chapter 455,FS_,please click here. Product Appmvaf Accepts_ ®®RR® Credit Card Safe 17 CREEK Certiftcate of Authorization lVa.29824 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (8131480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS fssued Septernber25 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 Enifty 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 LLG(TST9628) 05NK28006 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 LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLG(TST9628) 11NK74014 ASTM D 3161 2016 ASTM D3462 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 LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE71669) TBP15001.3 Calculations 2017 TBP15001.4 FL78355-114 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 §pacA;aliy addressed herein. WIRER c RE E K TAN{KQ 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 (Fredericl4 Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36", ASTM D 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. eritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Fredericks reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 13-1/4" x 39-3/84, 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 409,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. HeritageOWoodgate 13-1/4" x 39-3/8'. ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/46 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. VintageO 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 o€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 CREEK TAMKO BUILD[MG PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Sea[® Basic Wind Speed(VQ: Max.194 mph (Frederick,Joplin& Basic Wind Speed(Vaw): Max.156 mph Tuscaloosa) Deck(HVHZ): In accordance with FBG requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass.-Sea[ new construction; Min. 15/32 in- plywood existing (Frederick,Joplin(Mon- construction. HVHZ)&Tuscaloosa) Deck(Mon-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.T/16 in.CSB 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 Mail 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 Mail Pattem'detailed below. NMLS I�alTmg - ----- -------------------------- _ 6-718° 5-118" BUR Edge Figure 1. Elite Glass-Seal&Glass-Sea[ 4 Nail Pattern(Hon-HVHZ only) NILS 6Vaift — — — — — -°----------- tr718® __--- --- - — — - 5418" M Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001A FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rede 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. CREEK TAMKO BUILDING PRODUCTS /asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Basic Wind Speed(VQ: Max.104 mph (Dallas,Frederick,Joplin, Basic Mind Speed(Val): Max.150 mph Phillipsburg&Tusca€oosa) Deck(HVHZ): In accordance with FBG requirements; & Solidly sheathed rain. 19132 in. plywood or good plank for Heritage®Premium new construction; Min. 15132 in. plywood existing (Dallas,Frederick construction. Philipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBG requirements; & Solidly sheathed min. 15132 in. plywood or wood plank for HeritageO Woodgate new construction;Min.7116 in.OSB existing construction. (Dallas&Frederick) 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 5-515 in. exposure in accordance with RAS 115 and manufacturer's published installation instrucf€ons. Shingles shall be attached using '6 Nall PattemII detailed below. Installation (Non-HVHZ): Installed with 5518 in_ exposure in accordance with FBG requirements and manufacturers published installation instructions. Shingles shall be attached using a cher g4 Nail Pattern9 or a6 Nail Pattern"detailed below_ FASTENERS NAIL ZONE COMMON BOND f:-1I8 URE 6-6/9' 1" k-- 12-1/211 12-311811 12-1 f2"-►� H" Figure 3. HeritageO, Heritage®Premium,and Heritage®Woodgafe(Dallas) 4 Nail Pattern(non-HVHZ only) FASTENERS NAIL ZONE /COMMON BOND 6-1W EXPOSURE 5-518" 7-1 ff--b�-7-102" �-1° Figure 4. Heritage@)&HeritageO Premium 6 Nail Pattern TBP15001A FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rote 61620-3. The manufacturer shall 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. CD TAMKQ BUILDING PRODUCTS j'� K Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE/ STENERS COMMON BOND 6-1/8® EXPOSURE 5 5W 1 It7-1I2" -7-1dZ'4r�7-3!$=�1-7-112+7-112 i!-1" Figure 5. Heritage@ Woodgate 6 Nail Pattern t i i i i i i i i i i i Common Bond FASTENERS co W o ![� toX � W 1 Figure 6. Herltage@, Heritage®Premium,&Heritage@ Woodgate Alternate 6 Nail Pattern PAINT LINE 7-7,11r L ZONE 6-1 R EDGE OF BOI{i�EI�OEf BOLO EXPOSURE b-b/'8m ACCEPTABLE FASTENER LOCATION ESO NOT FASTEN ALONG EDGE OF COMMON 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 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. C RE TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Herftage@ Premium Basic Mind Speed(V,&),: Max.194 mph (Frederick) 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 FBG requirements and manufacturers published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern'detailed below. NAIL ZONE! FASTENERSN�. /tOMMON BOND 5'/2° E3(POSURE 5° Figure 8. Heritage®Premium(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONEI FASTENERS COMMON BOND 51/2° EXPOSURE 5" 7�� �St� '1""i' gp��g��� I♦-1 a Figure 3. HeritageO 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. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC HeritageO Woodgate Basic Wind Speed(VQ: Max_194 mph (Frederick) Basic Mind Speed(Vasd): Max_15d mph Deck(bion-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. Dnderlayment: 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 (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 Null Patterns or"6 bail Pattern'detailed below. NAIL ZONE/ FASTENEIRS = WT OUHON BOND EXPOSURE Y Figure 10. Heritage®Woodgate(Frederick) 4 Mail Pattern(non-HVHZ only) NAIL ZONE! F�OSTENERS 'COMMON BOND T 5-11r EXPOSURE 5" Figure 11. Heritage(D Woodgate(Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under,Rule 611320-3. 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,installation,recommended use,or other product attributes that are not specifically addf@§§@d hasFd n: C REEjj TAMKQ BUILDING PRODUGTS (1 Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®VltntageO Basic Wind Speed(V&): Max.194 mph (Phillipsburg) Basic Wind Speed(V,,d): Max.150 mph Deck(HVHZ): In accordance with FBG requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBG requirements; Solidly sheathed main. 15/32 in. plywood or wood plants for new construction;Min.7116 in.OSB existing construction. C_inderfayment: In accordance:with FBG requirements. Min.sfope: 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'5 Nail Pattern"or"6 Nail Pattern'detailed below. " &Paswe wzz<l, 467, r5 ora - - — — — — — — — — — - - - - 1 i-1J1" Expwum f ata 1. s 11ir- 's Figure 12. Heritage®Vintage(5 5 Nail Pattern(non-HVHZ only) Fastwan w>s Tr-uz° Figure 13. Heritage®Vintage 6 Nail Pattern TBP15W1.4 FL'I8355-R4 Page 8 of 1l llbs emhabw N*wm us pmmbd fm S&M eff FbOda pad=gpovA auTdw Rde 61G-20-3, 7W mw%ftMff&r i qoWy l�ertllrriri t 3?�Siaii ,Mr-a f awpmd=dmagm ar IVa t ftoiVh tt Me dfwa(4t n f f%NdRft1§ffi .ibs'mld This evaluation report does not express nor Imply warranty,installation,recommended use.or other product attributes that are not specifically addressed herein. GRE K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Hip:&Ridge Basic Mind Speed(VQ: Max.194 mph (Frederick&Joplin) Basic Wind Speed(V,,�): Max.150 mph Deck(HVHZ): In accordance with FBG requirements; Solidly sheathed min. 19/32 in. plywood or good 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. Unde€layment: In accordance with FBG requirements. Min.slope: 2:12 and in accordance with FBG requirements. Installation: Installed with 5-1/8 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 Start 5-118" exposure � tl Start Figure 1 hat's 5-1/8"exposure lip %t . Fastener Fastener ss Figure 2 Figure 3 1f4'� Figure 14. Hip&Ridge(Frederick&Joplin) TBP15001 A FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G2tD-3. The manufacturer shall notily 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,installation,recommended use,or other product attributes that are not speeftally addressed herein: C FSE E K TAMKO BUILDING Shingles PRODUCTS AsphaltS6mgres TECHNICAL SERVICES, LLC Vintageg Hip&Ridge Basic Mind Speed(VQ: Max.194 mph (Phi[fpsburg) 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;Klin-7/15 in..OSB existing construction. Underlayment< In accordance with FBG requirements. klin.slope: 2:12 and in accordance with FBG 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 Start exposure Fn, i 1 <Mherenv— Figure 1 "= exposure 1„ r FdStener fastener 5-fi�2 " r -112" Figure 2 Figure 3 Figure 15. Vintage®Hip&Ridge(Phillipsburg) TBP15001A FL18355-R4 Page 10 of I I This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shalt 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,installation,recommended use,or other product attributes that are not 9pecKicalfy addressed herein. r, CRK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC ClllilliTATIONS 1) Fire Classification is not within the scope of this evaluation. 2] The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBG requirements_ 3} The 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 fill-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 underlayrnent 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 Rupe 61 G20-3. COMPLFANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building, Code,6`h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. �����`,RY 111111111111 P ���i �%%%PG-�:��E Ns 'Fs� 2017.09.25 'fir. � No 74021 ' ' 11 :31 :41 �= - ?4t00' STATE OF T . 'cQ: Zachary R.Priest,P.E. `` Florida` Organization n No.ANE116691 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 distn'buting 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. EMD OF REPORT TBP15001.4 FL18355-R4 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 productattributes that are not specifically addressed herein.