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Home My WebLink AboutProduct Approval, asphalt shingles I ` t Rol60T r BCIS Home Login I User Registration I Hot Topics submit surcharge ( stats&Facts I Publications car, Us'j BW Site Map Links � Search a ��OC1GiaProduct Approval r USER:Pu6ficUser Product Mproval Menu>Product or Application Search>Application List>Apprication Detail "LIM, FL# FL18355 R4 Application Type Revision S- �i Code Version 2017 ` ;�cq 0,9 Application Status Approved bd 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 15ft Technical Representative Kerri Eden AX Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko_com Quality Assurance Representative Address/Phone/Email i 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 PF 11 Validation Checklist-Hardcopy Received Certificate of independence FL18355 R4 C01 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 t , Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Eguiv 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 FBG 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 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 Eval Report Shingles final.pdf Created by Independent Third Party_Yes 'felt Contact Us=2601 Blair Stone Road Talahassee FL 32399 Phone_850-487-1824 The State of Florida is an AA/EEO emptoyer.Coe tght 2007-2013 State of Rodda.== Statement=AccessibTrty 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 public-records request,do not send etecbonic mail to this entity.Instead,contact the office by phone or by traditional mat 1f you have any questions,please contact 650.487-1395.*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 emails provided may be used for official communication with the Licensee_However ental addresses are public record if you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S_,please dick here. Product Approval Accepts= ®MEN® - Credit Card Safe Certificate of Authorization No.29824 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,a EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September25,2017 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) 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)ei 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 LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLG(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLG(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(CST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLG(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)ei 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.LLC(ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 i FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3_ The manufacturer shall notify 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 gpet�.ltsaliy addrmed 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-Sea[ 12-114"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, laminated architectural asphalt shingle surfaced with mineral granules Joplin,Philffpsburg& 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) [aminated 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, [aminated 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 127, 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 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 addfesse�herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC [NSTALLATiON' 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 FBC 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 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 5-1/8 inch 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 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either a4 Nail Pattern"or°6 Nail Pattern'detailed below. NAILS N$T ----- -- ---'-------- ----------- - - 6-7ff /F rws ----- ---------- ---- ----- --- - r Hutt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern(Non-HVHZ only) {MAILS �1n 1n Nailing — — — — — — — — 6-718° &A Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nall Pattern TBP i 5001.4 FLt 8355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61920-3. 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. CD TAMKO BUILDING PRODUCTS j� Asphalt Shingles TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed(V,1,): 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 FBC requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage®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 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nall 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 a4 Nail Pattern"or"6 Nail Pattern'detailed below. FASTENERS NAIL ZONE COMMON BOND FEXPOSURE 6-6/8" 12-11211--►�- 12-31811 12-1/2'"111 r-1" Figure 3. Heritage®,Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) FASTENERS NAIL ZONE T- /COMMON BOND 6-iw EXPOSURE 5-5i8° Figure 4. Heritage®&Heritage®Premium 6 Nail Pattern TBP15401 A FL18355-R4 Page 4 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 NAIL ZONE/ ASTENERS COMMON BOND Eos RE 5 5180 1= �7-1/2 .7-1/2+74U+4/2+4/Z2� �-1- Figure 5. Heritage®Woodgate 6 Nail Pattern -.11"I l 12-112" >� �� 12-1/2" •�121�<- Common Bond FASTENERS ' JW; '�W - + m t �� CD `no X co +W 1 e 39-318" I— Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate Alternate 6 Nail Pattern PAENT LINE 7-71W AlL ZONE 6-18° EDGE OF COMMON BOND EXPOSURE 5-5/W ACCEPTABLE 1!7 FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND 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 i 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 Inot express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. C K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Premium Basic Wind Speed(Vi,): Max. 194 mph (Frederick) Basic Wind Speed(V�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(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. 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 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 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 5'/2° EXPOSURE 5° 12° --►�-11�-� �-1° Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE! FASTENERS COMMON BOND 5'/2° EXPt?S E 5° Figure 9. Heritage®Premium(Frederick) 6 Nail Pattern TBP15001.4 FL'IB355-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 Heritage@ Woodgate Basic Wind Speed(VQ. Max. 194 mph (Frederick) Basic Wind Speed(Vasd): Max. 150 mph Deck(Rion-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 (Rion-HVHZ): Installed with 5 in. exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below_ NAIL ZONE/ Fi�STENERSGOMMON BOND WT EXPOSURE 7 11" --72-3/8"--+- 11" Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZON Ef t COMMON BOND ASTENERS ar IF i T 5-1P2" EXPOSURE Y Figure 14. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001-4 j FL18355-R4 Page 7 of t 1 This evaluation report is piovided for State of Florida product approval under Rule 6tG20-3. 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 addfessdd fidPein: CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC HeritageO Vintage@ Basic Wind Speed(V,R): Max.194 mph (Phiffipsburg) Basic Wind Speed(Val): 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 "6 Hail 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 Mail Pattern"or'6 Nail Pattern"detailed below. am � u7� � Fxposme Porch T rmLtsas e Pba - - — — — — — — — — — + - - — — ! Ex! Rte+le �—qLvr Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) � � NaLdt i LAI g FasaeneR tt� Zana 47 tE2` r T$tC F37S�a--�lR'��7�11r Figure 13. Heritage®Vintage 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 of 11 Mitis;ead a dam FS 1w&ara mff Fbndia prod=appvs l aua w ade(MG2", Tlhw ngjr§Wll MW OkRM Terhma;41 Saar -,u.u...C;ff a w Padwl dmass aT qmW as rem dTwges twv#mg tw&,ram ffmr whrifln oft ffiW g Ald. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDIIIG PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Hip&Ridge Basic Wind Speed(Vo): Max. 194 mph (Frederick&Joplin) 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 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 5-1/8 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 here- I II Start Figure 1 here '.765-1/$"exposure } Fastener Fastener �C c refs, Figure 2 Figure 3 tf4's Figure 14. Hip &Ridge(Frederick&Joplin) TBP15001.4 FL18355-R4 Page 0 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 1 11.E K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC u<ntage®Hip&Ridge Basic Wind Speed(VW: Max_194 mph P (Phillipsburg) 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;Min.7116 in.OSB existing construction. Underfayment: 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 hart 5i" exposure '' t Start 5" exposure Figure 1 1" Fastener [ Fastener �5-112" ' �5-112" Figure 2 4 Figure 3 Figure 15. Vintage®Hip & Ridge(Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of I I This evaluation report is provided for State of Florida product approval under Rule 61620-3. The manufacturer shall notify CREEK Technical Services,LLC df 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 specificaffy addressed herein. REEK TAMKO BUILDING DING 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 FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure 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 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,6°i Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. �%`��`'RY 'R., Plot S 2017.09.25 No 7402, 11 :31 :41 % . STATE OF .41J _04inOl � ZacharyR.Priest,P.E. lJ R Florida Registration No.74021 """i3�•O N A 11111114% �� Organization No.ANE,1669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor wiil it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have, nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval,process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page i1 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 reportis valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein.