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Home My WebLink AboutProduct Approval Florida Building Code Online Page i of z 1 i +, Reg B aCLS Home `Login User.Registration Hottopics i Submit Surcharge stats&Facts Publications FBG staff i BCis Site Map Units search.( Fbfda m ! t , rApprovaf USER:Public z>crrra.m_s;m Pmduct AppmVdi Menu>Product or Application Search>Application Ust>Application Detail �,,.m..•--LFEB � ""' FL# FL183SS-R4 Application Type Revision 2019 Code Version 2017 Application Status Approved nty,Permitting Comments Archlved ❑ j Product Manufacturer TAMKO Building Products,Inc. l Address/Phone/Email PO Box 1404 Joplin,MO 6480 oplin 62O 6644 kerri_eden@tamcpm =%OPY LE C a Authorized Signature Kerri Eden EEE�� kerrieden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com i 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 i� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R.Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date -01/07/2019 Validated By Locke Bowden iii Validation Checklist-Hardcopy Received Certificate of Independence FL183SS R4 COI TBP15001 4 2017 FBC Eva[Report Shingles final odf Referenced Standard and Year(of Standard) Stairilgjand Year ASTM D 3161 2016 ASTM D 3462 2010 t ASTMD D 7158 2011 TAS 100 1945 Equivalence of Product Standards Certified By Approved Testing Lab P1-183S5 R4 Eguiv UL letter for standards for FBC 2017 odf Sections from the.Code hqs://www.floridabuilding.org/pr/pr}app_dtl.aspx?param=wGEVXQwtDgtivosrHazGXQ... 1/3/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method I Option D .Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage,;Heritage Premium, Heritaqe'Woodgatel*Heritage Vintage,Hip-and Ridge,and Vintage Hip and Ridge Shingles Limits of Use installation Instructions Approved for use in'HVHZ.-Yes rusig R4 ii TBP15001.4 2017 FBC Evai Report Shinnies Approved for use outside HVHZ:Yes final.pd Impact Resistant,N/A Verified By:Za6ary R.Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes Other-gee evaluation report for limits of Use. Evaluation Reports FL18355 R4 AE TBP15001.4 2017 FBC Eval Report Shingles final.pd Created by Independent Third Party:Yes fBackNext Contact Us i:7601 Blair Stone Road.Tallahassee FL 32399 Phone,850-487-1624 The State of Florida is an AAIEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Acce5sibitityStatement-:RerundStatement Under Florida law,email addresses are public records.If you do not want your e-mall address released In responseto a public-records request,do not send electronic mail to this entity.Instead,contact the offlce by phone or by traditional mail.If you have any questions,please contact 850.487.1395.!*Pursuant to Section 455.275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The ema Its 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 nnad e available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick bgM. Product Approval Accepts; M— F=--1 59M FER a Credit Card Safe https://www.floridabuilding.org/pr/pr,_app__4tltaspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018 Certificate of Auth6rization.No.29824 'CREEK 17520 Edinburgh burgh Dr Tan!pa,FL 33647 TECHNICAL SERVICES, LLC (813)480r3421 EvAWATION REPORT FLORIDA BUILDING CODE,C ED1111ON(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017 .220 West 0 Street Joplin,mb 6480.1 (417)6246644 Manufacturinct Plants: Joplin,,MO Phillipsburg,KS Fredehdk, MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category,: Roofing Subcategory; AsPhalt,Shingles Code Sections: 1504A'1_1507.2.5, 15-07.2.7.1,,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(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) TAPA 14-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-197.-02-01 TAS 100 1995 -01 PRI Construction Materials Technologies(TST5878) TAP-130-02 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Mat6n"als Technolog7jes,(TST5874) T-AP465-02-01 vcs 100 1995 PRI Construction Materials Technologies(TST5878} TAP-280-02<01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-363-02-01 TAS 1160 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 b 6381 2008(9013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1095 UL LLC(TST9628) 02NK9507 ASTM.D 3161 2016 ULLLC(TST9628) 04NK24306 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 3.161 2016 UL LLC(TST9628) 019NK07896 ASTM D3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 10CA50498 ASTM D 8462. 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(17ST9828) 11NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTWD 3161 2016 UL LLC(TST9628) 4786110543 ASTM 6 6381 2008(2013)e1 UL UL LLC'(TST9628) 4787043752 ASTM D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE1 1669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page I 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 ot express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein, py TAMKO BUILDING PRODUCTS CR� + Asphalt Shingles EK TECHNICAL SERVICES,LLC i i i 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 surface_d 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 t (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with I Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass ! (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZonly. c . Herlt69e® 13-1/4" x 39-378", ASTM D 3161, Class F and ASTM D 7158; Class H fiberglass (Dallas,Fr'erierick;_ reinforced, laminated architectural asphalt shingle surfaced with mineral_, granules :Joplin,P!iiilipsburg:& complying with ASTM D 3462. Tuscaraosa) Heritage@Premium 13-1/4" x 394/8", 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, i (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 13-114" x 39-3/8", ASTM D 3961, 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. t Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt 1 (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. { i .a 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 TechnicalServices,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 BUILDING PRODUCTS ICREEK Asphalt Shingles TmHNICAL SERvicEs,LLC INSTALLATION Elite Glass-Seal@ Basic Wind Speed(Vtt): 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. 15132 in. plywood existing (Frederick,,Joplin(Non- 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 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 5-1/8 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 5-1/84nch 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 -4- *--ill Nailing- 6-7ff Area, Ba B%e Figure 1. Elite Glass-.Seal"&Glass-Seal 4 Nail Pattern(Non-HVHZ only) NAILS Nailing-- Area 11811 Bull Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.4 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. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC ' 7 Heritage® Basic Wind Speed(V„ic): Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(V,,d): Max. 150 mph 1 Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; } & Solidly sheathed min. 19132 in. plywood or wood plank for Heritage®Premium new construction; Min. 15132 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.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with-FBC requirements. I 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 5-518 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 5-518 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. FASTENERS NAIL ZON E COMMON' BOND EXPOSURE 6-6/8' s � J 12-1/2 12-318" --► — 12-112T"--►I Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) FASTENERS NAIL ZONE VCOMMON BOND 6-11W EXPOSURE 3-5/8° i=-►, h--7-if2'H�-7-112"-�-7.3/8'�►�I-7-i/2"-►�--7-112"-► h-1" 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 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 hot 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 t NAIL ZONE/ ASTENERST'T C014IMON BOND 6-118" EXPOSURE -112+7-1/24- - � N 1 Figure 5. Heritage@ 1Noodgate 6.Nail Pattern I I 1 1 1 1 ❑ I Common Bond, FASTENERS ; , 1 T' t - r t fn o ` Y� I t I Figure 6. Heritaget,Heritage.@ Premium,&Berl#age@ Woodgate Alternate 6 Nail Pattern i s PAINT LINE 7-718" _ . .�.�:.TNAIL:ZONE ;EDGE OF. y 6=118" COMMON BOND' EXPOSURE We" ACCEPTABLE. FASTENER LOCATION' LIO.NiOT FASTEN ,ALCONG!EDGE'OF. -- COMMON ZOND j -PREFERRED FASTENER LOCATION s Figure 7. Heritage®(Tuscaloosa). Expanded Nail Zone Wail patterns from Figures S,4,,and 6 may be placed in the nail zone as described above t i TBP15001.4 FL18355-R4 Page 5 o 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. TAMKO BUILDING PRODUCTS C R E E K Asphalt Shingles TF-CHNICAL.SiERVICES,LLC: HeritageO Premium Basic Wind Speed(Vut): Max. 194 mph (Frederick) Basic Wind Speed(%sd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed d min. 19132 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 mid. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OS9 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 installatiorT -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 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE( FASTENERS COMMONBOND W/2 [ -T EXPOSURE 111' 1211 Figure 8. Heritage@ Premium(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND I T�a ET 61/2 SURE 5"I Figure 9. Heritage@ Premium(Frederick) 6 Nail Pattern TBP15001.4 FI-18355-R4 Page 6 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. R ¢a, TAMKO BUILDING PRODUCTS i CK �+ Asphalt Shingles G TECHNICAL SERVICES,LLC 6 Heritage@ Woodgate Basic Wind Speed(Wit): Max. 194 mph j (Frederick) Basic Wind Speed(Vasa): Max. 150 mph Deck(Non-HVHZ): In accordance with FBG requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. I Underlayment: In accordance with FBC requirements. l Min.slope: 2:12 and in accordance with FBC.requirements.. Refer to q 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 manufacturers. published installation instructions. Shingles shall be;attached using either"4 Nail i Patternor"6 Nail Pattern"detailed below. j 1 a i NAIL ZONE/ FASTENERS. ' COMMON 13OND T EXPOSURE V 11" —+-12-318"---ir�— Figure I.Q. Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) :l NAIL ZONEJ ,f COMMON 80ND FASTENERS ;i T 5�11Y' EXPOSURE 5° 1"� �9-'112°�3'�8�1$"�-►�43'�8-112"-►I �-1� Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern I TBP15001.4 FL18355-R4 Page 7 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. FIM TAMKO BUILDING DING PRODUCTS K Asphalt'Shingles TF-cHNICAL SgRvicEs,LLC Heritage®Vintaget Basic Wind Speed(V.1t): Max. 194 mph (Phillipsburg) Basic Wind Speed(V,,sd): 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.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(HV14Z): 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 Pattern"or"6 Nail Pattern"detailed below. 4W Fxp_osure z Fastens= — — — — ——— — —— - —— — — 17-it2u Exposure + 41 4110 9-IM 9-1W Figure 12. Heritage�@),Vintagdd) 6 Nail Pattern(non-HVHZ only) rmom", W 142 Zone + Figure 13. HeritageO Vintage 6 Nail Pattern TBP15001.4 FI-18355-R4 Page 8 of 1.1 This evaluation report is provided for State of Florida product roduct approval under Rule 61G20-3. The manufacturer shall notify CREEK Technic-al Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation tion report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. TAMKO B,UILDING'PRODUCTS I-CREEK AsphaffShingids rk:H. NICAL SERvices,LLO f Hip 8,Ridge Basic Wind Speed(1/„i,): Max. 194 mph (Frederick&Joplin) basic Wind Speed(Vasa): 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-HWZ): 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 requiraments. Min.slope: 2:12 and in accordance with F13C.requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installationinstructions. The direction of the exposed'end'shall be away from the prevailing wind. Direction Of preVailing wind fret 5-1/8" exposure he — Fn]: Star Figure 1 he SAN'exposure lip SA Fastener Fastener 5/8 Figure-2 Figure 3 figure 146 Hip&Ridge.(Frederick&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is proyided for State of Florida product approval under Rule'61 G20-3. The.manufacturer-shall notify CREEK Techn'ical Services,LLC of any product changes or quality assurance changes throughout the duration for which this it 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 BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES,LLC Vintage@ Hip&Ridge Basic Wind Speed(Vwo: Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasa): 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(Nor!-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. Underlayment. In accordance with FBC requirements. Min.slope: 2:12 and in.acco'rdance with FBC requirements. Installation: Installed with 5 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 of prevailing wind Start 511 exposure herel — Fn] Start hereore 51' exposure Figure 1 INV A astener Fastener Figure Z 1/4N` Figure 3 Figure 16. Vintage@,Hip&Ridge(Phillipsburg) TBP15001.4 FL18355-R4 Page 10 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. TAMKO BUILDING PRODUCTS CRERE E K Asphalt Shingles TECHNICALSERVICES,LLC LIMITATIONS 1) Fire Classification isnot 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 hall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 71.58 applies to exposure B&C with a building mean roof height of 60-ft or.less. 1 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck i shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the i 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 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,a Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ' t�turuii,, ! G E N -. _. .... .2017.09.25 No 74021 11 :31 :41 t � � � Pgm,YpMyL,nv/RMn, y �= -04'00' '.3'. STATE OF w ',�T'•.A- P,:��.` Zachary R-.Priest, P.E. �,�s'• O .X•• C��.` Florida Registration No.74021 ONA %% 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 .t 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,norwi11 acquire,a financial interest in any other entity involved in the approval.process of the product. END OF REPORT TBP15001.4 FL18355-R4. Page 11 of 11 This evaluation report is provided for State of Florida product•approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance.changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein.