Loading...
HomeMy WebLinkAboutProduct Approval r Certificate of Authorization No.29824 17520 Edinburgh Drive CREEK Tampa, FL 33647 TECHNICAL SERVICES, LLC 'i: (813)480-3421 EVALUATION REPORT LORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19,2017 P.O. Box 1404 Joplin,MO 64802 (417)624-6644 hftp://www.tamko.com Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO@ ASTM Slate ASTM D 6380,Class M,Type II underlay nent constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides wit i asphalt and surfaced with granules. TAMKO@ ASTM Tile ASTM D 6380,Class M,Type II underlay nent constructed from an organic felt saturated Uriderlayment with asphalt then coated on both sides wi h asphalt and surfaced with granules. TAMKO@,Master ASTM D 6380,Class S,Type IV underla ment constructed from an organic felt saturated Smooth with asphalt then coated on both sides wi h asphalt and surfaced with a fine mineral. For use in non-HVHZ only. 4 TAMKO@ Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard@ with a mineral surfacing and a remo able release film on the adhesive side and removable selvedge release tape. TAMKO@ No.15 ASTM ASTM D 226,Type I underlayment cons ucted from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@ No.15 UL ASTM D 226,Type I underlayment cons ructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@ No.30 ASTM ASTM D 226,Type II underlayment con tructed from a non-perfofated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@ No.30 UL ASTM D 226,Type II underlayment con tructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt ; TAMKO@ TW Metal and Self-adhered,flexible,ASTM D 1970 ar d TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film ori the surface and a removable release film on the adhesive side. TAMKO@ TW Self-adhered, flexible, ASTM D 197C, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval unde 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,rec)mmended use,or other product attributes that are not specifically addressed herein. . CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underiayments TECHNICAL SERVICES,LLC TAMKO@ TAM-FELT Alternate to ASTM D 226,Type I and Type II underlayment constructed from a non- perforated organic felt that is saturates wit asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufactures installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities nd debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. f b) The minimum application temperature of TAMKOO Moisture Guard@ shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO@ ASTM Slate Surfaced Roll Roofing shall be 2:12. U6derlayments shall be exposed in accordance with the manufact rev's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may oe exposed for a maximum 90 days. Self-adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverin s: Metal Roof Miner I Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofs Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard@ Y N N N N N TAMKO@ No.15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO@ No.15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO@ No.30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No.30 UL Asphalt Y YY N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKO@ TW Underlayment Y Y N N N N TAMKOO TAM-FELT Y N N N N N Notes: 1)Open valley applications per 1507.2.9.2 2)Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval unde 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,rec 3mmended use,or other product attributes that are not specifically addressed herein. V, CREEK TAMKQBUILDINGPRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this rep rt,the FBC,and the manufacturer's published application instructions. Where discrepancies exist betweer these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated,the minimum roof slope shall be in a cbrdance with FBC requirements. ! 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in at effectively sheds water from the deck. End laps shall be staggered between courses in accordance with he manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof co rings. 9) Contact the manufacturer regarding specific exposure limits f r each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Eat& Report No. Standard Year PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-217-02-01 RE V ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC(TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval unde Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance chang s throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,rec mmended use,or other product attributes that are not specifically addressed herein. i CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES,LLC COMPLIANCE STATEMENT - The products evaluated herein by Zachary R. Priest, P.E. have dem nstrated compliance with the Florida Building Code,6t'Edition(2017)as evidenced in the referenced documents su mitted by the named manufacturer. GR PR�����, 2017.10.19 No 74021 = t 12:15:58 -04'00' : 3 STATE OF :44/- .00 .• O P,.���� Zachary R. Priest, P.E. A- 4 � �i�s• R 1 C? ` Florida Registration No.74021 It ONAC a? Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in a y company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company m nufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any compan manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other en ity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4" This evaluation report is provided for State of Florida product approval and*Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance chan es throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,re mmended use,or other product attributes that are not specifically addressed herein. • ti ��'W��x ra �, / // /n r�;!/y ,�.��/�q,�'9 t � ,f,�d',�o kr/ "rc' rr,/, �� 1 ��"�aN F 0'/// � u,Y' //',A: t: 1: • 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge St is&Facts ; Publications Contact Us BCIS Site Map Links Search Florida Product Approval -' USER:Public User Product Approval Menu>Product or Application Search>Application List>Applicat on Detail FL# •FL18355-R Application Type Revision Code Version 2017 Application Status Approved i Comments Archived Product Manufacturer TAMKO Bu Iding Products, Inc. Address/Phone/Email PO Box 14 4 Joplin, MO 64802 (417) 624 6644 Ext 2305 kerri_ede @tamko.com Authorized Signature Kerri Ede kerri_ede @tamko.com , Nz Technical Representative Kerri Ede r Address/Phone/Email PO Box 1 04 y' Joplin, MC 64802 (417) 62 6644 Ext 2305 kerri_ede i i @tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing ' Subcategory Asphalt S ingles Compliance Method Evaluatio Report from a Florida Registered Architect or a Licensed Florida Professio al Engineer > � r Evalui tion Report- Hardcopy Received rrJ ' Florida Engineer or Architect Name who developed Zachary ._Priest • the Evaluation Report Florida License PE-7402 Quality Assurance Entity UL LLC ' Quality Assurance Contract Expiration Date 01/07/2 19 Validated By Locke Bo den P.E. Valid tion Checklist- Hardcopy Received s r Certificate of Independence FL18 55 R4COI TBP15001.4 2017 FBC Eval Report Shingles final.pd Referenced Standard and Year(of Standard) Standa d Year ASTM D P161 2016 ASTM D 462 2010 � ASTMD 7158 2011 TAS 100 1995 �,/ Equivalence of Product Standards Certified By Approved sting Lab FL18355_R I_Equav_UL letter for standards for FBC 20T7.pdf Sections from the Code f e Product Approval Method Method 1ption D r, � : � ��,; Date Submitted 09/25/201 /Ir Date Validated 09/27/201 WI. Date Pending FBC Approval 10/08/201 br 2 �V� k4dF "A", ; Date Approved 12/12/201 1" �--rte,,., "--,---°��--�--- --a ,-- ��^---•---_� Summa" `of Products " FL#. , Model N`� - ' -� '�` � , umber or Name �� DescGiption� px � o 18355.1 Glass-Seal, Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage z 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.Reoort Shingles final.pdf �s r� Created by Independent Third Party: Yes APR W ma ° /��✓ Contact Us::2601 Blair Stone Road Tal ahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of lorida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-rT all address released in response to a public-records request,do not send electronic mail 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 hapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licer see.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 cai be made available to the public.To determine if you are a licensee under Chapter � e �y� �� �,, � •- 455 F S,plei se click here. / z Product Appi oval Accepts: 67-0Credit Card s fe Certificate of Authorization No.29824 CREEK17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT LORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017 220 West 4th 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,W nd 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-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 F ev 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)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 LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11NK14014 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 unde Rule 61G20-3. The manufacturer shall.notify CREEK Technical Services,LLC of any product changes or quality assurance chang s throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,rec mmended use,or other product attributes that are not specifically addressed herein. CREEKP TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC PRODUCT DESCRIPTION Elite Glass-Seal@ 12-1/4" x 36", ASTM D 3161, Class F nd ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coat d on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM 3462. Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F nd ASTM D 7158, Class Hself-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coat d on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H s If-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 u ed in the non-HVHZ only. Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Cl,ss F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural as halt 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 as halt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 12" x 36", ASTM D 3161, Class F an 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 a id ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, CI ss 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 g anules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles , 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules omplying 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 complyi ig with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval unde Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance chang s throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, rec mmended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles 'T'ECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vuir): Max. 194 m h (Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 m h Tuscaloosa) Deck(HVHZ): In accordan a with FBC requirements; &, Solidly she thed min. 19/32 in. plywood or wood plank for Glass-Seal new cons ruction; Min. 15/32 in. plywood existing (Frederick,Joplin(Non- constructio . HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly she thed min. 15/32 in. plywood or wood plank for new constr ction;Min.7/16 in.OSB existing construction. Underlayment: In accordan a with FBC requirements. Min.slope: 2:12 and it accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at lopes greater than 21:12. Installation(HVHZ): Installed wi h 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 wi h 5-1/8-inch exposure in accordance with FBC requiremen s and manufacturer's published installation instructions Shingles shall be attached using either"4 Nail Pattern"or '6 Nail Pattern"detailed below. NAILS Naling .--.......--- 6-7ff ---- ......._. ----_.._.........................-- Area 5-118" Butt Edge Figure 1. Elite Glass-Seal& lass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS Nailing ---........ ....... - ---------- - f:,716° ---------------------------------------------------------------------7X=....-......_-.......-- 5-118" 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 unde Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance chang s throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,rec mmended use,or other product attributes that are not specifically addressed herein.' TAKO BUILDING PRODUCTSGREE � Asphalt Shingles TECHNICAL SERVICES,LLC Heritage@ Basic Wind Speed(V,,,t): Max. 194 m h (Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 m)h Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordan a with FBC requirements; & Solidly she thed min. 19/32 in. plywood or wood plank for Heritage@ Premium new const uction; Min. 15/32 in. plywood existing (Dallas, Frederick constructio . Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordan a with FBC requirements; &: Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage@ Woodgate new constr ction;Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordan a with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufa turer's application instructions when installing shingles at lopes greater than 21:12. Installation(HVHZ): Installed wi h 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles sl-all be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed wi h 5-5/8 in. exposure in accordance with FBC j requiremen s 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 6-1/8" EPIOSURE 6-6/8" ;_I D 11 F] 11L 12-11211 12-318" 12-1 I2"--►I �- " Figure 3. Heritage@, Heritage@ Premium,and Heritage@ Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) i FASTENERS NAIL ZONE COMMON BOND 6-118" EXPOSURE 5-5518" i� �7-112' 7-i/2"-►h- 7�V8"�-7-i P2" 7-1/2'� �-1" Figure 4. Heritage@&HerltaE e@ Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval unde Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance chang s throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, rec mmended 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 8-118" ExPOSURE 5 518" i Figure 5. Heritage@ Wo dgate 6 Nail Pattern -►It°il°i�12-1/2°moi - 1 ® Common Bond FASTENERS i i i i i i i ch * 1 ap� co N ,h xQ thW : 39-3/8" Figure 6. Heritage@, Heritage@ Premium &Heritage@ Woodgate Alternate 6 Nail Pattern PAINT LINE 7-718" ZONE EDGE OF COMMON BOND- EXPOSURE ACCEPTABLE FASTENER LOCA ION DO NOT FASTE ALONG EDGE O --------- --- COMMON BON PREFERRED FASTENER LOCATION Figure 7. Heritage@(Tu s aloosa) Expanded Nail Zollie Nail patterns from Figures 3, 4,and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval undei Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLG of any product changes or quality assurance chang s throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recA mmended use,or other product attributes that are not specifically addressed herein. REEK . TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Premium Basic Wind Speed(Vint): Max. 194 m h (Frederick) Basic Wind Speed(Vasd): Max. 150 m h Deck(HVHZ): In accordan a with FBC requirements; Solidly she thed min. 19/32 in. plywood or wood plank for new cons ruction; Min. 15/32 in. plywood existing constructio . Deck(Non-HVHZ): In accordar ce with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new constr ction;Min.7/16 in.OSB existing construction. Underlayment: In accordar ce with FBC requirements. Min.slope: 2:12 and ir accordance with FBC requirements. Refer to the manufacturers application instructions when installing shingles at flopes greater than 21:12. . Installation(HVHZ): Installed wi h 5 in. exposure in accordance with RAS 115 and manu acturer's published installation instructions. Shingles st all be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed ith 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/ FASTENERS /1COMMON BOND 51/2" EXPOSURE 5" 1"—� 11"---► 1211 --►�-11 '� �1" Figure 8. Heritage@ Premium (Frederick) 4 Nail Pattern(non-HVH only) NAIL ZONE/ FASTENERS COMMON BOND 51/2" EXPO RE 5" 1 �91/2- �I Figure 9. Heritage@ Premiu (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 chang s throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, reco mended use,or other product attributes that are not specifically addressed herein." i �� TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Woodgate Basic Wind Speed(V„it): Max. 194 rr ph (Frederick) Basic Wind Speed(Vasd): Max. 150 rr ph Deck(Non-HVHZ): In accordar ce with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new constr ction;Min.7/16 in.OSB existing construction. i Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to j the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed ith 5 in. exposure in accordance with FBC requireme is and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or '6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS COMMON BOND TT 5.1/2" EXPOSURE 5" Figure 10. Heritage@ Woodga a(Frederick) 4 Nail Pattern(non-HVH only) NAIL ZONE! COMMON BOND FASTENERS t FEXPOSURZ S•1�' 9-1/2" 3' 9 /8" 3' Figure 11. Heritage@ Woodg a(Frederick) 6 Nail Pattern TBP15001.4 FI-18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval unde Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance chang s throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,rec mmended use,or other product attributes that are not specifically addressed herein. ��� TAMKO BUILDING PRODUCTS ' Asphalt Shingles TECHNICAL SERVICES,LLC Heritage@ Vintage@ Basic Wind Speed(V„it): Max. 194 rr ph (Phillipsburg) Basic Wind Speed(Vasd): Max. 150 rr ph Deck(HVHZ): In accordar ce with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new cons ruction; Min. 15/32 in. plywood existing constructio . 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 iri 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 man facturer's published installation instructions. Shingles shall be attached using•"6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed mith 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. ad, ,ug.rrcn § rxposure 6„ Famnes Pkil one uta" s' Exl1posure �taaa•--�{ latu•—� Figure 12. Heritage@ Vi tage@ 5 Nail Pattern(non-HVH only) rmmR Nota FSssn"e Nall 7Ane 17-1►r s 7- TJ1� T-L�- 7•dIP 7�T 1 -vr•� �, ,a• 5-7rr Figure 13. Heritage@ Viritage° 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 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 chang Is 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 Asphalt Shingles TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(V„ii): Max. 194 ry ph (Frederick&Joplin) Basic Wind Speed Nud): Max. 150 rr ph Deck(HVHZ): In accordar ce with FBC requirements; Solidly sheathed min. 19/32 in.-plywood or wood plank for new cons ruction; Min. 15/32 in. plywood existing constructio i. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly she thed 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 w th 5-1/8 inch exposure in accordance with the FBC andmanufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevalling wind Start 5-1/8" exposure here— Start tio Figure 1 here 5-1/8"exposure ivy SAS r Fastener Fastener � » I" '-5-M39Figure 2 1/4�+ Figure 3 Figure 14. Hip&Ridge(Frede ick&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under ule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance change throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, reco mended use,or other product attributes that are not specifically addressed herein. i R TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Vintage@ Hip&Ridge Basic Wind Speed(Vint): Max. 194 ry ph (Phillipsburg) Basic Wind Speed(Vasa): Max. 150 rr ph Deck(HVHZ): In accordar ce with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new cons ruction; Min. 15/32 in. plywood existing constructio . 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 accordarice 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 manuf cturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind �rt 5" exposure here- . - •I Sla It her 3 5" exposure Figure 1 In 1" Fastener Fastener �5-1/2» Figure 2 14 Figure 3 Figure 15. Vintage@ Hip&Ridg (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 changE s throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, reco nmended use,or other product attributes that are not specifically addressed herein. i TAMKO BUILDING PRODUCTS CREEKAsphalt 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 desigr ed 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 w th 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 under)ayment application. 6) Shingles shall be installed starting at the eave in horizontE I 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 unde 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,6t'Edition(2017)as evidenced in the referenced documents s ibmitted by the named manufacturer. 0111111111111, %�G: N 2017.09.25 NO 74021 11 :31 :41 =b �: 04'00' �O:•• STATE OF •:amu/: �i�'n '•:c� O Q::���.` Zachary R. Priest, P.E. �i�s• R C? �` Florida Registration No.74021 % Organization No.'ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financia 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 ip 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 FI-18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval underule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance change throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,reco nmended use,or other product attributes that are not specifically addressed herein.