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Home My WebLink AboutProduct Approval (2) ® r o hal- s w! ion OSIOPS's SsW BUS Home I Login I User Registration i Har Topics I Submit Surcharge stats&Facts i Publications I contact us i Bcts Site Map I Links i search a Product Approval b r a USHL-Public User �� APP RECEIVED Product Ao royal Men Product or Aoolication Search>A cation List> ficatiort Detail a- a FL# FL18355-R4 JUN 11 `T9 Application Type Revision Code Version 2017 ST. 6uGie CaUnty, Permitting 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 0. 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 2017.12-d1f 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 12/1212017 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 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 Eva[Report Shingles final.pdf Created by Independent Third Party.Yes 'oad: FJext Contact Us=2601 Blau Stone Road,Tallahassee FL 32399 Phone_850-487-1824 The State of Florida is an AA/EEO employer.Coeyright 2007-2613 State of Florida_=Privacy Statement_AccessibTrty Statement=Refund Statement Under Florida law,email addresses are public records.ff you do not want your email address released in response to a public-records request,do not send elechnnic mal 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),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 he used for official communication with the licensee_However email addresses are public mord.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 her. Product Approval Accepts- NO SON U cit Credit Card Safe CertEfrcate of AtctFtorzcrtiQrt No.29824 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC ($13)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,.a EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25 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 Enfi 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-W TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 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)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)et 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 LLG(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLG(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLG(-ST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLG(TST9628) 4787043752 ASTM D 3161 2016 UL LLG(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A GREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-114 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 gpd(IGally eddreseed herein. CRE K 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-Sea[ 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® 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, [aminated architectural asphalt shingle surfaced with mineral granules Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 13-1/4' x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 12"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Vintage® 17-112"x 40",ASTM D 3161,Class F and ASTM D 7158,Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 13-1/4" 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 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. 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 61 G20-3. The manufacturer shalt notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is varid. 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 INSTALLAT10N Elite Glass-Seal® Basic Wind Speed(V,tt): Max.194 mph (Frederick,Joplin& Basic Wind Speed(Vaw): Max.15Q 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. 15/32 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): in accordance with FBC requirements; 61 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: 212 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. NNLS - -•--------' -____----------------- 6-7ff Area Butt Edge Figure 1. Elite Glass-Seat&Glass-Seal 4 Nail Pattern(Non-HVHZ only) NMLS 'n Nailing -------- — — — - _ —-----—----- — ---------------------------------------------------------------- 5-118" Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001A FL48355-R4 Page 3 of 11 This evaluation report is prodded 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 Heritage& Basic Wind Speed(VQ: Max.194 mph (Dallas,Frederick,Joplin, Basic Mind Speed(Vaj: Max.15G mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBG requirements; & Solidly sheathed min. 19/32 in. plywood or good 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 HerftageO Woodgate new construction;Min-7116 in.OSB existing construction. (Dallas&Frederick) 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(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS 15 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 FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either a4 Nail Pattem"or Q6 Nail Pattem"detailed below. FASTENERS NAIL ZONE COMMON BOND FEXPOURE rs-5/S" 12-11211 12-3/8" 12-112'L- I �-1" Figure 3. Heritage®,Heritage@ Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) FASTENERS NAIL ZONE /COI MACIN BOND 6-11W EXPOSURE 55-618° 1� �7-112° -7-1/2°-�-7�t8"�h-7-i P�°-►�-7-102"- Il--i° Figure 4. Heritage®&Heritage®Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Rorfda product approval under Rufe 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 valid. This evaluation report does not express nor Imply warranty,installation,recommended use,or other product attributes that are not speciffcally addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE/ AS7ENECOMMON BON® T 6-118° ftEXPOS!E 5 SW I 1=i1� �7-1/2+7-112 -3f8+-1/2+-112A �—V' Figure 5. Heritage®Woodgate 6 Nail Pattern -►I�Pi�92-1f2" ►; ��12-9f2°�:1�1��- Common Bond FASTENERS Ch + m to o fW 1 e 33-31W — Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE 7-71W L ZONE 6-i R EDGE OF COMMON BONE EXPOSURE 5-51W ACCEPTABLE FASTENER LOCATION OO NOT FASTEN ALONG EDGE OF COMMON BONES PREFERRED FASTENER LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Nall Zone Nail patterns from Figures 3,4,and 6 may be placed in the nail zone as described above TBP15001.4 FI-18355-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. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Premium Basic Wind Speed(`Jr): 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 FBG requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7116 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min_slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12.. installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Patterns 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 Pattern"or"6 Nail Pattern'detailed below_ NAIL ZONE( FASTEFfERS /bOMMON BOND 5112° RE 5° 1" 1la 12" jlp--A �-1" Figure 8. Heritage@ Premium(Frederick) 4 Wait Pattern(non-HVHZ only) NAIL ZONIJ FASTENERS COMMON BOND S1/2° EXPOSURE So Figure S. 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. CREEK TAMK0 BUILDIMG PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed(V,4: Max.194 mph (Frederick) Basic Wind Speed(Vasd): Max.150 mph Deck(Non-HVHZ): In accordance with FBG requirements; Solidly sheathed min. 15132 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 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 Mail Pattem9 or"6 Nail Pattern'detailed below. NAIL ZONEI FASTENERSCOIRHAQN BOND WT -162" EXPOSURE Y 1"--� 11" -►�-72-3A8"-+- 11" -� �-1" Figure 10. Heritage@ Woodgate(Frederick) 4 Nail Pattern(non-HVHZ only) NAILZONF1 FASTENERS COHMON BONE} t T EXPOSURE 5° Figure 11. Heritage@ Woodgate(Frederick) 6 Nail Pattern TBP"[5001 A FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rufe 61G.20-3. 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 addPasscd hmaffi: 1AMKO BUIL C i' DING PRODUCTS Hn Asphalt Shingles TECHNICAL SERVICES, LLC HeritageO Vintage® Basic Mind Speed(VQ: Max.134 mph (Phillipsburg) Basic Wind Speed(V.�d): Max.150 mph Deck(HVHZ): In accordance with FBG requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBG requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7116 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with 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 FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattem"or"6 Nail Pattern'detailed below. am tt rxp3swe Tz Roach s res rho - -- — — — — � - - - S Exp3supe I ai,ar w�—atnr v-wr—r�—aus s� —�o-�r—«� Figure 12. Heritage@ Vlnttage® 5 Nail Pattern(non-HVHZ only) Fastuffs w� 17-1T!` r� hStB�-7IR"—�-7+318 a Figure 13. Heritage®Vintage 6 Nail Pattern TBP15001 A FL18355-R4 Page 8 of 11 - ------- --- llliriis m as p=Fs pmwdEd tisr<592de off Fkmft Ott aWyra umder ice:.MG20-3: -nn flow t dtr U t4i4t411jY tM liie�affim 2111MAMM,LLC Gff my pmd=dwWs wquetrfw asmww dmoges ftwghW 9v'-dizam fia- 011§mpoff-'T§'YMrd- 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 Hip,&Ridge Basic Wind Speed(Vft): Max.194 mph (Frederick&Joplin) Basic Wind Speed(Vss): Max.I5Q mph Deck(HVHZ): In accordance with FBG requirements; Solidly sheathed min. 19/32 in- plywood or woad 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.7/16 in.OSB existing construction. Underlayment: in accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-118 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 he sun M5-1m" exposure /Fn ,]M Start Figure 1 here 5-1/8"exposure t , 8s$ener ` Fastener Figure 2 Figure 3 VVY Figure 14. Hip &Ridge(Frederick&Jopiiri) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify GREEK Technical Services,LLG 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 spadfieally addressed hereiri: CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Vintage®Hip&Ridge Basic Mind Speed(VQ: Max.194 mph (Phillipsburg) Basic Mind Speed(Vasa): Max_15G mph Deck(HVHZ): In accordance with FBG 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 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. 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 prevailing wind Start exposure Stag exposure Figure 1 1" Fastener estener r 5-1/2" " Figure 2 Figure 3 Figure 15. Vintage®Hip &Ridge(Phillipsburg) TBP15001.4 FL1a355-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 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 §pdEificaffy addressed herein. V CREEK 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 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 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°i Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. , ,1tRY1`Re1A�4 ��•1rQ.� C E Nse. 'P 2017.09.25 No 74021 ( ' 11 :31 :41 -X4'00' O STATE OF :�W O �� Zachary R.Priest,P.E. i�s ...... �?��` Florida Registration No.74021 �''�iS��NA� � Organization No.ANE11669 CERTIFiCATI:ON 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,LLG 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 evaluatfon. 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 FI-18355-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 product attributes that are not specifically addressed herein.