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HomeMy WebLinkAboutProduct Approval (2) BCIS Home ` Login l User Registration I Hot Topics ( Subnu"t Surcharge l stats&Facts Pubrlcat cm I Contact Us SCIS Site MaP l Lino; I Search l a �e Product Approval - Floridr r'°° USER Pub&c User Product proval Menu>Product or Aoolication search>Application List>Appricat on Detail ,• FL# FL18355-114 RECEIVED Application Type Revision Code version 2017 JUN 11 ?0119 Application Status Approved ST, Lucie County, Permitting 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 Kerr!Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kern edea@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 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• d 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 09/25/2017 Date Validated 09/27/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12112[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 Woodgate,Heritage Vintage,Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHM Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles Approved for use outside HVHZ Yes final.Ddf Impact Resistant:N/A Verified By Zachary R-Priest PE-74021 Design Pressure:NIA 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 pack Next ConfactUs::2601 BlairSione RoadyTalahassee FL32399 Phone 850-487-1824 The State of Florida is an AA/EEO employer.Copyrright 2007-2013 State of Florida_::Privacy statement=AccessibTRy Statement=Refund Statement Under Florida law,email addresses are public records.If you do not want your email address released in response to a public-records request,do not send electronic tail to this entity.instead,contact the office by phone or by traditional mail If you have any questions,please contact 850.487-1395_*Pursuant to Section 455275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,ES.must provide the Department with an email address if they have one_The emals 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 available to the public To determine if you are a licensee under Chapter 455,ES,please click here. Product Approval Accepts: ®® � Credit Card Sate Certificate of Authorization No.29824 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUAT[ON REPORT FLORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued Septemher25,2017 220 West 0 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 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) TAF-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(17ST5878) TAP-131-02-01 TRS 100 1995 PRI Construction Materials Technologies(CST5878) 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)et PRi Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLG(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 LLG(TST9628) i OCA50498 ASTM D 3462 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK74014 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 LLG(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 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 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 apg0fitally addressed herein. 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 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. Shinciles 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,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. Tuscafoosa) Hedtage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,. (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Vintage® 17-1/2"x 40",ASTM D 3161,Class F and ASTM D 7158,Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 13-1/4" x 39-38", 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®flffoodgate 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 shaft 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 asphaft (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage®Hip and Ridge 12"x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. 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 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 . 1 C���K TAMKt3 Bf�ILDIVrtG PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Sea[® Basic Wind Speed(Vwt): Max.194 mph (Frederick,Joplin& Basic Wind Speed(Vasd): Max.150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBG 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 FBG requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.GSB 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 5-1/6 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 An 1n �IelTtrtg ---------'-------------- ----- - 6-71$0 5118" Hutt Edge Figure 1. Elite Glass-Sear&Glass-Seal 4 Nail Pattern(Non-HVHZ only) NMLS _'n 1n Nal ft --- ------------ -----—-----— -----— — - 6-7180 5418" Bub Edge Figure 2. Elite Glass�Seal&Glass-Seal. 6 Nail Pattern T13P15001 A FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which:this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUIL C i' DING PRODUCTS (� Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Basic Wind Speed(VQ: Max.194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(Vaw): Max.150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage®Premium new construction; Min. 15/32 in. plywood existing (Dallas,Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBG requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage@ Woodgate new construction;Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published iinstallation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using,either a4 Nail Pattem"or"6 Nail Pattern'detailed below. FASTENERS NAIL ZONE COMMON BOND 6-1/8" F OSURE 6-SN' 1" 12-1/211-►�� 12-3/8" -►�- 12-112'L- I Figure 3. Heritage@,Heritage@ Premium,and Heritage@ Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) FASTENERS NAIL ZONE /CONWION BOND 6-1� EXPOSURE 5-5)W 1=� It 7-1/2°-tr�t-7-112°�i-7�8"�-7-112°--►�-7-1f2"� �—i° Figure 4. Heritage@&Heritage@ Premium 6 Nail Pattern TBP15001 A FL18355-R4, Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule fi1G203_ 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 REE�j TAMKO BUILDING PRODUCTS j� Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE/ ASTEN 'RS COMMON BOND E RE 5 540 11.4 �7-1a+7-1J2%+q-W+-1/2+-V224 �1 Figure 5. Heritage@ Woodgate 6 Nail Pattern -►Ig;j'i�--12-112" -6 ice-12-1/2` ►i1"i��<- i i i i i i Common Bond FASTENERS ri } m t m� w n o r- In CDX � W 1 ( 6 39-30 Figure 6. Heritage@, Heritage@ Premium, &Heritage®Woodgate Alternate 6 Nail Pattern PAINT LEVE 7-7I8a L ZONE 6-if8" ---EDGE OF COMMON BOND EXPOSURE 5-5181, ACCEPTABLE FASTENER LOCATION ESO NOT FASTEN ALONG EDGE OF COMMON BONED 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 FLIS355-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 specif fealty addressed herein. CREEK TAMKQ BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage}Premium Basic Mind Speed(VQ: Max.194 mph (Frederick) Basic Wind Speed(Vad): Max.150 mph Deck(HVHZ): 1n 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 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 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 Nall PattemII or"6 Nail Pattern"detailed below. NAIL ZONEI FASTENERS COMMON BOND 5112° n n E)tP0.SURE 5° 12u llu--A Figure 8. Heritage(D Premium(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND 51/2° EXPOSURE 5° I Figure 9. Heritage®Premium(Frederick) 6 Nail Pattern TBP15005.4 171-18355-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 BUILDIMC PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Woodgate Basic Wind Speed(V°,4: Max_194 mph (Frederick) Basic Wind Speed(V w): Max.15G 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. 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 (bion-HVHZ): Installed with 5 in. exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Mail Patterns or"6 Mail Pattern'detailed below- NAIL ZONE/ FASTENERSCONHON BOND WT 5-1f2" EXPOSURE W 11" -��-12-318"-+- Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern(non-HVHZ only) NAiL ZONE! FASTENEEiS COMMON BAND t T 5.1P2" EXPOSURE V 1�� � 6-112° 3�18"�-fi►�3�9-1/��-+� ��o Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001 A FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Raffle 61G20-3. The manufacturer shall notify CREEL 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 Empty warranty, installation,recommended use,or other product attributes that are not specifically addFasscrd haaFan: i� TAMKo BUILE7ING PRODUCTS n Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Vintage® Basic Mind Speed(VQ: Max-194 mph (Phillipsburg) Basic Wind Speed(Vad): Max.150 mph Deck(HVHZ): In accordance with FBG requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new.construction;Min.7/16 in.OSB existing construction. Underlayment In accordance with 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 manufacturers published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. 4T epi y z ar�gt, rasl`°ss oba - - - - - - - - - - - - - - t i trz• i I s rxpxuee ��s atns010 v-ur ¢,,W Figure 12. Heritage@ Vintage@ 5 Nail Pattern(non-HVHZ only) Ham LIM - - - - - — — — — — — — — — �r-Tri r r, xrr —s3rar Figure 13. Heritage@ Vintage' 6 Nail Pattern TBP15001 A FL18355-R4 Page 8 of 11 lE hs [Oh mm Nqpal is pmmkd fir&@19 df Fbdda pnmd=aWorg uumdler ft9p:.SQG29-3 Tft MWK0SM&r"V ngw Qmw Te&m it S mom%.II N(t':off my P m d 6=d wmi w or amfdy a nu a we d=9 es 9vo&9ta a Me dWow f*r whd�0 f§ffipm ii§Vmvd.- This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. G R E K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(Veer): Max.194 mph (Frederick&Joplin) 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 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 5-1/8 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 I tl Start Figure 1 here 8-1/8"exposure ivy ivy Vs BS ��-5I8aS�ener tener Figure 2 Figure 3 IMP Figure 14. Hip &Ridge(Frederick&Joplin) TBP15001.4 FLI8355-R4 Page 9 of i l ' 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 duality assurance changes throughout the duration for which this report is varid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein, CRE TAMKO BUILDIMG PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Vintage(&Hip;&Ridge Basic 1lffind Speed(V,4: Max.184 mph (PhiMpsbarg) Basic Wind Speed(Vad): Max.150.mph Deck(HVHZ): In accordance with FBG requirements; Solidly sheathed min. 18/32 in. plywood or good 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. Underlayrnent: In accordance with FBG requirements. Min.slope: 2:12 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 ft rt 5" exposure n '' I Start here 5" exposure Figure 1 ss _ Fasi�er � r' Fasten ��-1f2» Figure 2 Figure 3 Figure 15. Vintage®Hip&Ridge(Phiffipsburg) 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 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 spdcificalty addressed herein. G R E E K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC LIMITATIONS 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 FISC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and:corrected prior to undedayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the 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('Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. `,`�ttRY1 1R1epl 11,' -```�'�P • R'F - 2017.09.25 No 74021 ' - 11 :31..:41 :jr- 04 �' STATE OF �. �i0�•' E � Zachary R.Priest,P.E. J.10R C? �� Florida Registration No.74021 '''1is/0NA1 e" Organization No.ANE11669 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 distributing products under this evaluation. Zachary R. Priest,P.E.does not have,nor will acquire,a financial interest to 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 FL18355-114 Page 11 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,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 productattributes that:are not specifically addressed herein.