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HomeMy WebLinkAboutproduct approval (2) Florida Building Code Online. Page 1 of 2 SCIS Home i Log In i user Registration HotTopics Submit Surcharge Stats&Facts Publications FBC_Staff. PCs Site Map I links j Search d- Flodda � { { Product Approval •\ usER.Public User ProductAooroval F1enu>PmAucr or Aooiiwtion Search>Aoorication Us[>Appllwtlon Detail FL* FL18355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 i Product Manufacturer TAMKO'Building Products,Inc. } Address/Phone/Email PO Box 1404 Joplin,M0,64602 (417)624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko:com ;t h Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 22105 kerri_eden@tam ko.coin. 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 (-J Evaluatlon.Report—Hardcopy Received Fiorida;Engineer or Architect Name who developed Zachary R.Priest the Evaluation Report Florida iLicense PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden 9Validation Checklist-Hardcopy Received 'Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eva[Report Shingles final Ddf Referenced Standard and Year(ofStandard) Standard Year ASTM D3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Eguiv UL letter for standards for FBC 2017 odf Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pafam=wGEVXQwtDquvosrHazGXQ.... 1/3/2018 Florida Building,-Code,;Online Page 2 of 2 i Product Approval;Method. Method 1 Option D t Pate Submitted 0912$%2017 Date Validated 09/ 7/2017 i Date Pending FSC.Approvaf 10108/2017 j pate Approved 12/12/2017 Summarviotproducts - s FL# Model,Number or Name Description 18355.1 _ ,Glass-Seal,Elite Glass-Seale ASTM D 3462 asphalt shingles and hip and ridge shingles { Heritage„Heritage Premium, I '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 Shingfes Approved for,use outside•W.M Yes final: d Impact Resistant-N/A Verifled.By:`Zachary R.Priest•PE=74021 Design Pressure:N/A Created by Independent?hird Panty:Yes. other:See evaluation report,for limits of use. Evaluation Reports FL18355 R4 AE TBP15001.4"2017 FBC Evai Reoort Shingles final.odf� Created by Independent Third Party:Yes t F-ck 'Ne:t. , Contact Us::2501 BiaFP Stone Road.Tallahassee Ft 32399 Phone:850.487-1824 , 'The state Florida is an WEEP I .. .. y employec..Coytyriaht X2007-2013�Statg of Florida ::'-PriVaty Statement::.Aixwssibititt%�tement::Aefund5tatement Under norlda law,email addresses are pub(icrecords.If you do not want your e-mzll addressireteased In response to a public-records rerioest,do not send `electronic mail to this enbty.Instead,contact the office by phone or by.traditional mall:If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Plorida Statutes,effective October 1,2012,licenseesiiceitsed under Chapter 455,F.S.must prgvide the Departtnent withanemail address if they have one.The emaits 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'tie made available tti the'p6bllc.To'delermine if you are a licensee under . _ Chapter45s,F.S.,please dick hee. '*oduct Approval Accepts- Gredit,Gard -Safe b c I I https<!,/ww :floricialiuilriing:arg/pr/pr_app_dt1.aspx?param=wGEVXQwtDquvasrHazGXQ.... 1/3/2015 Certificate of Authorization No.29824 CREEK 17520 Edinburgh Tampa,FL 336477 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6"'EDITION(2017) I Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017 220 West 4`"Street t .Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg,.KS ! Frederick, MD i 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 j 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) 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-1.30-02-01 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 Constriction 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 9995 UL LLC(TST9628) 02NK9507 ASTM D 316.1 2016 ULLLC(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) 06N03898 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 ULLLC(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL 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(ANE11669) TBP15001:3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule,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. TA CREEK MKO BUILDING PRODUCTS •; Asphalt Shingles TECHNICAL SERVICES,LLC i PRODUCT DESCRIPTION. Elite Glass-Seai® 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 34ab (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 12-114" 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"z 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. 1 Heritage@13-1/4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass A alras,51redeftK reinforced, laminated architectural asphalt shingle surfaced with mineral granules R Joplin;.Phillipsburg-& complying with ASTM D 3462. Tascaroosa) 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 Iii 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 31.61, 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. HeritageOWoodgate 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. I Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt I (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. t ' 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 addressed herein. C RE E K T,4MK0 BUILDING PRODUCTS Asph"alt Shingles TECHNICAL.SERVICES,LLC I INSTALLATION ` w Elite Glass-Seal® Basic Wind Speed(V„it): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vase): Max. 150 mph f Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; i & Solidly sheathed.min.-19132 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; Solidly sheathed min. 15132 in. plywood or wood plank for !. new construction; Min.7116 in.OSB existing construction. 4 Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in-accordance with FBC requirements. Refer to 1 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. 3 MAILS 1 � 1,r 6-7s- -Nailing 5-118" Area Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS Nailing -...:-- -- _ — -... -- - 6-718rr :.. -- -- — -------.- Area 5.1/8" Butt 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 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 . -. . ., . , y� ', i _ � + � � ,. . .. -,y- ... � _ !, '� ,v. CREEK TAMKO BUILDING,PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC I Heritage® Basic Wind Speed(Vut): Max. 1,94 mph I (Dallas,Frederick,Joplin, Basic Wind Speed(Vega)': 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. 15132 in. plywood existing } -(Dallas, Frederick construction. l Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15132 in. plywood or wood plank for Heritage®Woodgate new construction; Min.7116 in.OSB existing construction. (Dallas&Frederick) 'Underlayment: In accordance with.FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21.12. I Installation(HVHZ)- Installed 'with 5-518 in. exposure in accordance with IFAS 115 and manufacturers 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_shati`be attachod using°either"4 Nail Pattern"or"6 Nail Pattem°detailed below. FASTENERNAIL ZEN E` COMMON BOND i 6-113° E U.RE.6-618° 12-112"-► - 12-318" -►�-- 12-1121'"► f ' Figure 3.. Heritage®, Heritage®Premium,-and Heritage®Woodgate(Dallas) 4 Nail Pattern (non-HVHZ only) i FASTENERS NAIL ZONE COMMON' B©ND 6-1/8" EXPOSURE 3-318" 1—►� �1-7-112-�-7-112 -►�-7-3!8�7-i I2 -�-7-1/2'-►� �-- Figure 4. .Heritage@)&Heritage.0 Premium 6 Nail Pattern i TBP15001.4 FL18355-114 Page 4 of 11 Y 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.eRpress nor imply_ warranty,installation,recommended use,or other product attributes that an not specifically,addressed.herein. �� a t _ �S.. .. CR��I� TAMKO BUILDING PRODUCTS + Asphalt Shingles TECHPIICAL SERVICES,LLC NAIL ZONE/ ASTENERS- COMMON BOND 6-118° . EXPOSURE-55/8" i 1/2+7-112'+-3/8+412+74/2 �—V Figure 6. Heritage®Woodgate 6 Nail Pattern 12-1/2" i i i I I ; Common Bond ' i FASTENERS Zv:Fs i�i ) co W i 39-318" Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate i Alternate 6 Nail Pattern i Y PAINT { LINES -NAI L.ZON E --EDGE OF 6=118" COMMON, AL BOND ' EXPOSURE - ACCEPTABLE. FASTENER.LOCATION DO NOT FASTEN ALONGEDGR OF COMMON-BOND PREFERRED .FASTENER L'OCATI ON Figure 7, Heritage®(Tuscaloosa) Expanded -Nail Zone (Vail patterns from Figures 3,4,and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5 6f 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. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles i TECHNICAL SERVICES,LLC HeritageO Premium Basic Wind Speed(VQ: Max..194 mph (Frederick) 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. 15132 in., plywood existing construction. 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. Underlayment: In accordance with FBC:requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturers application instructions wheninstalling, shingles at slopes greater than 21:12. . Installation(HVHZ): Installed with 5.1n. exposure in accordance with RAS-115 and manufacturers published, installation instructions. Shingles shall be attached using °6 Nail Pattern' detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published• installation instructions. Shingles shall be attached using either"4 Nail Pattern"or°6 Nail Pattern"detailed below. i I NAIL ZONE/ f FASTENERS COMMON BOND V 1 j2i� EXPOSURE 12 5" I Figure 8. 'Heritage@)Premium(Frederick) 4 Nail Pattern (nori-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND 61j2a EXPO RE 5' i Figure 9. HeritageO Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 Thi's 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. . I 4 n t � u � .. �. � ` a. _ .i J C. l �. - .. � , _ a � _ y � �C TAMKO BUILDING PRODUCTS 'SCREEK Asphalt Shingles TECHNICAL:SERVICES,LLC Heritage®Woodgate Basic Wind Speed(V,10: Max. 194 mph {Frederick) Basic Wind Speed(Vasil): Max. 160 mph Deck,(Non-HVHZ)-. In accordance with FBC requirements; solidly sheathed min. 15/32 in..plywood or wood plank for new construction;,Min..7/161n.OSB existing construction. Underlayment: In accordance with FBC.requirements. Min.slope: 2:12 and in accordance With FBC. I 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"ort Nail Pattem"detail ed.below. NAILZONEI Air rASTENERS COMMON BOND T EXPOSURE V' + 1 2-3/8r Figure,10. Heritage@ Wo.odgate•(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ COMMON BOND STENERS SRI EXPOSURE �—v Figure 11. Heritage@ WoodgatiD(Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 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 evaiu6tion report does.not express nor-imply Warranty,installation,recommended use,or other product attributes that are not spIbcifil6afly addressed herein. ����� - TAMKO BUILDING PRODUCTS •, Asphalt Shingles TECHNICAL SERVICES,LLC i I Herita e0 Vinta e� Basic Wind S ped ' g g p (V,,,,): Max. 194 mph , (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 1 construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for i new construction; Min.7/16 in..OSB existing construction. Underlayment: In accordance with FBC"requirements. Min.slope: 2:12 and In accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): 'Installed with 5 in. exposure in'accordance with'RAS 115 and manufacturer's published installation instructions. Shingles shall-be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions: Shingles shall be attached using either"5 Nail a Pattern"or"6 Nail Pattern"detailed below. i. ugwnt rxposr,re rmmo 2 -Notch t T s, Fwtenas _ Nail 17-V2" Sv F p1osure 41A---�—?IAC 9.1/6'—►�1--9:7/S T �—toms—�{ �+--laara•---� Figure 12. Heritage®Vintage@ 5 Nail Pattern(non-HVHZ only) tICSUR Notch Fhsteffln Nall - - - - - - - - - --- Zone 17-1 i Figure 13. Heritage@ Vintage° 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida productapproval 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 j Asphalt Shingles0, � TECHNICAL SERVICES,LLC C Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph i (Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph' Deck(HVH2): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing i construction. Deck(Non-HVH27: 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. i Undedayment: In accordance with FBC requirements. Min.slope:, 2:12 and in accordance with'FB.0 requirements. Installation: Installed with 5-1/8 inch exposure in accordance with-the FBC and manufacturers published installation instructions. The direction of'the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 5-1/8" exposure here- n 'I I I Start Figure 1 here 5-1/8"exposure SD" 1„ AI Fastener Fastener `5-5/8" 5/8» Figure 2i/4Figure 3 Figure 14. Hip&Ridge(Frederick&Joplin) 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 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 CREEK Asphalt Shingles TECHNICAL SERVICES,LLC i VintageO Hip&Ridge Basic Wind Speed(Vw�: Max. 194 mph { (Phillipsburg) Basic Wind Speed(Vasa): Max.150 mph i i Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. 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. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in.accordance 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 :E Start 511 exposure, I • j /Fn]M- Start here 5" exposure Figure 1 1 1„ Fastener ` Fastener Figure'2 1/4?' Figure 3 Figure 15. Vintage@ Hip`&Ridge(Phillipsburg) i f i TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer 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 specically addressed herein. C kE E TAMKO BUILDING'PRODUCTS Asphalt Shingles g TtCH,NICAL SEi vlCES,LLC LIMITATIONS 1.) Fire Cl,asslficaticn is not:within the scope of this evaluation. 2) The roof deck andthe 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 HVNZ. 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 underlayment application. I( 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 manufacturers published application instructions; Where discrepancies exist between these sources, the more,restrictive and code compliant detail shall prevall. 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'"Editiom(MI 7)as'evidenced in the referenced documents.submitted by the named manufacturer. , G�Pp;Y R p,4..,�s ' 2017.09 25 No 74.021 11 . 1 -41 "D •CE 00 .� STATE O'F t 41 uQ4 0 ( O ,�_��"' Zachary R.,Priest,P.E. N ALi. � Florida Organization No.ANE 1166istration No. 91 i. �►ff�Rl�llt<< 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,P.E.does not have,nor will acquire,a financial interest iri 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 Technlcal.Servlces,,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. Ad ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED 1n Date: Permit Number: •�I1�� Las -Building Permit Application Planning and Development Services Building and'Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462=1553 Fax: (772)462-1578 Commercial Residential X10' PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line � —0C� APROPOSED IM PROVEMENTLOCATION:-..._, . ... Address: a� 41 ag�tS tvl � y Legal Description:l i 0�9A4'•s 1""Ai SQ%-)4^Ac6 d%3 r1 AA�5 a. Property Tax ID#:_3"tcILI- 1 i)l- 1A65- bo?5 C Lot No. Site Plan Name: Block No. C. . Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: g rpa{. a.,c> U �0,tv CONSTRUCTION INFORMATION: Acid rtiona I work to ee orme under this permit-check a appy: HVAC 0Gas Tank, ❑Gas Piping _Shutters Q Windows/Doors Electric Plumbing Sprinklers []Generator ® Roof 5 /c� Roof pitch Total Sq. Ft of Construction: o1,$'i3L Sq. Ft.of First Floor: !' O o Cost of Construction:$ 10. a d Utilities: Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Gw- Q. Name: A 4-:4-10 n�tH Address:_-_1),cl(41 FiQ 1t5 13Qn-1 war Company: TREASURE COAST ROOFING . City: Q c��.. State:��� Address: 1816 SW BILTMORE STREET Zip Code: e- Fax:o City: �• Cay- State:FL Phone No.3�__5 3� —14 130 Zip Co e: 34984 Fax: 772-343-8358 E-Mail: Phone No. 772-370-9770 Fill in fee simple Title Holder on next page(if different E-Mail: TCRO.OFINGLLC@GMAIL.COM from the Owner listed above). State or County License: CCC1330653 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.