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HomeMy WebLinkAboutProduct Approval ' P • e o BusinessBCS Home I Lag In I User Registration I Hoo Topics I SIbmit Surcharge Stats&Facts I Publications I Carrtact Us I BCIS Site Map I Links I Seamh b a Product Approval ra USER Pubrcc user m1p Product Approval Menu>Product or Application Search>Application List>App6catiort Detail a: FL# FL18355-R4 RECEIVED ' Application Type Revision Code Version 2017 J U N 11 2019 Application Status Approved sTa [aN5[t-c;Symyg t'a?P(fttex1l19 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 0 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_ e' Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 C01 TBP15001.4 2017 FBC Eva[Report Shingles final.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS100 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 09/27/2017 Date Pending FBC Approval 10!08/2017 Date Approved 12/1212017 Summary of Products FL# Model,Number or Name Description 18355.1 Glass-Seal,Elite Glass-Seal,Heritage, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage Premium,Heritage Woodgate,Heritage Vintage,Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ-Yes FL18355 R4 If 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 nick hlest Contact Us=2661 Blair Slane Road Talahassee FL 32399 Phom 850-487-1824 The State of Florida is an AA/EEO employer Caeyrfght 2007-2693 State of Florida_=Privacy Statement=Accessb7Rv Statement=Refund Statement Under Florida law,email addresses are public monis.If you do not want your email address released in response to a public-records request,do not send electronic mail to this enft Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455275(7),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,FS_must provide the Department with an email address if they have one.The 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,FS.,please click here. ProductApprovar Accepts: fC9 Credit Card Sade Certifrcote of Authorization No.29824 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813}480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued Septemher25 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 Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(I-ST5878) 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(rST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(rST5878) 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)el 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 LLG(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(rST9628) 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 LLG(TST9628) I OCA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(rST9628) 12CA24551 ASTM D 3161 2016 UL LLG(17ST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLG(TST9628) 4787043752 ASTM D 3161 2016 UL LLC(rST9628) 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 Rute 61620-3. The manufacturer shall notify GREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not ipe0ff6a1l7/addressed herein. TAMKO BUIL �� DIMG PRODUCTS Asphalt:Shingles TECHNICAL SERVICES,LLC PRODUCT DESCRIPTtOU Elite Glass-Sea[V 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Sea[ 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-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 shaft 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 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM:D 3462. Heritage®Vintage® 17-1/2"x 40",ASTM D 3161,Class F and ASTM D 7158,Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 13-1/4" x 39-3/8', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" 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. Mintage®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. TBP15Q01.4 FLIB355-R4 Page 2 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 CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC [INSTALLATION' Elite Glass-Seal® Basic Wind Speed(Vwt): Max.194 mph (Frederick,Joplin& Basic Wind Speed(Vaw): Max.15G 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([Von- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): in accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBG requirements. Min.slope: 2:12 and in accordance with FBC requirements. 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 64 Nail Pattern"or°6 Nail Patterns detailed below. NAILS •-1° 1° N&ITmg ----------------- ------ ---- - - 6-70 Area Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern(Non-HVHZ only) MAILS Nailing — — — — — -r-------- — 6-7ff Area 5-'118" Bub Edge Figure 2. Elite Glass-Seal&Glass-Seat 6 Nail Pattern TBP15001-4 FLt8355-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 quardy 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.194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(Vasd): Max_150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBG requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage®Premium new construction; Min. 15/32 in. plywood existing (Dallas,Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBG requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage@ Woodgate new construction;Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underfayment: 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 5-5/8 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 5-5/8 in. exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either H4 Nail Pattern or"6 Nail Pattern"detailed below. FASTENERS NAIL ZON E COMMON i3OND 6-1/8" FUMSILIRE&GO' 11L �-- 12-1/211-►� 12-8/8" 12-1/2'u-� H it Figure 3. Heritage®,Heritage@ Premium,and Heritage@ Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) FASTENERS NAIL ZONE /CON{({AON BOND 6-1 EXPOSURE 5-5/8° Figure 4. Heritage@&Heritage®Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rafe 61620-3. 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 BU[LDING PRODUCTS Qsphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE! ASTEN :RS COMMON BOND "a" EXPOSURE 5 508" I IL- 1 1 �q-1i2+7-1i2%+q-U+-1/2+-1/224 �1--1 Figure 5. Heritage®Woodgate 6 Nail Pattern �t1°iYi� 12-112"-112-1/2` ►�1"�19� ®£ Common Bond ' FASTENERSCh W, OMN ; � 1 In OI F1 �W 1 39-3/8" Figure 6. Heritage%Heritage®Premium,&Heritage@ Woodgate Alternate 6 Nail Pattern PAINT LINE T-711" L ZONE 6-118a EDGE OF COMMON BOND EXPOSURE 6-518`° ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded!Nail Zone Mail patterns from Figures 3,4,and 6 may be placed in the nail zone as described above TBP15001.4 FLi8355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shalt notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specftfcally addressed herein. CRE K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC HeritageO Premium Basic Mind Speed(V„ft): Max.194 mph (Frederick) Basic Wind Speed(Vad): 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.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 a4 Nail Pattem"or"6 Nail Pattern'detailed below. NAIL ZONE/ FASTENERS COMMON BOND 7f— or- 5Y20 E 5° Figure 8. HeritageO Premium,(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE1 FASTENERS COMMON BOND 5112° EICPOS E 5° Figure 9. Heritage?Premium(Frederick) 6 Nail Pattern TBP15001 A 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. REEK TAMKO BUILDING DING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed(VQ: Max.194 mph (Frederick) Basic Wind Speed(1/ad): Max-15G mph Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underfayment: 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 Pattern"or Q6 Mall Pattem"detailed below- NAIL ZQNEI EASTENERS WT Q®LfltiQN BAND 5-1f2" MOSURE Y Figure 10. Heritage@ Woodgate(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ FASTENERS 'COMMON BOND set �EVOSURE 1�� � 9�11L .YS7f0 �.A7lLp� �1u Figure 11. Heritage@ Woodgate(Frederick) 6 Nall Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule S1G20-3. 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 product attributes that are not specifically add7i3§sed hi3i@ln: REEKTAMKO BUILDI NG DING PRODUCTS SAsphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Vintage& Basic Wind Speed(V„,,): Max.194 mph (Phillipsburg) Basic Wind Speed(Vasd): Max-15G mph Deck(HVHZ): In accordance with FSG 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 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 H5 Nail Pattern"or'6 Nail Pattern'detailed below. �cr uy�e rxcosm aro*�n res cba M - - — — — t � s 919 vur sur—+ —sum �1oup Figure 12. Heritage@ Vintage® 5 Nail Paftern(non-HVHZ only) Bq— Fastmm 17-Iff 1 Figure 13. Heritage®Vintage' 6 Nail Paftern TBP15001 A FL18355-R4 Page 8 of 11 1Fe&MV-21ll. iOM,LIJC Of,awpmdi=dmVm or quallidy-mwjm:v dmDps fto&OWl ieeiwal=ilairy lhiir flkib lrep6g lbsVmr- This evattiation report does not express nor imply warranty,installation,recommended use,or other product attributes that are net specifically addressed herein. CREEK TRMKQ BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Hip&Ridge Basic Wind Speed(VQ: Max-194 mph (Frederick&Joplin) Basic Wind Speed(Va�d): 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(fon-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 aGcordance 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 hstart ere,- 5-1/8" exposure t II Start 9 Figure 1 here 5-1/8"exposure SAS 1� astener Fastener Figure 2 f4� Figure 3 Figure 14. Hip &Ridge(Frederick&Joplin) TBP15001 A FI-18355-R4 Page S of 11 This evaluation report is provided for State of Florida product approval under Rule 61620-3. The manufacturer shall notify CREEK Technical Services,LLG of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not spadfically addressed herefrt: CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC VintageO Hip&Ridge Basic Wind Speed(`ft): Max.194 mph (Phillipsburg) Basic Wind Speed(V,,d): Max-150 mph Deck(E-VHZ): In accordance with FBG requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBG requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7116 in.OSB existing construction. IJnderlayment In accordance with FBG requirements. Min.slope: 2:12 and in accordance with FBG requirements. Installation: Installed with 5 Inch exposure in accordance with the FBG and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind art 5" exposure lE Start here �,� exposure Figure 1 FastenerFastener 5 �2 Figure 2 Figure 3 Figure 15. Vintage®Hiss&Ridge(Phillipsburg) TBP15001 A FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61O20-3. The manufacturer shall notify GREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CRE K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall,be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBG requirements. 3) The•mean roof height shalt be restricted to a maximum 33 fl,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 shalt be checked for protrusion and corrected prior to underfayment 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,6h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. �R ejAi %�G`'.��cE►vsF�Fs � 2017.09.25 No 74021 ( ' 11 :31 :41 -04`00` -�13 STATE OF SOT '•'O Q:=��: Zachary R.Priest,P.E. ��i�S• O R .�•• C?�.�� Florida Registration No.74021 0NA� I ���` Organization No.ANE11669 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,F.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF DEPORT TBP15001.4 FL18355-R4 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,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.