The URL can be used to link to this page

Home My WebLink AboutProduct Approval (2) 5/18I2017 � Florida Building Code Online x' ( l BCIS Home Login User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCLS Site Map Links I 'Search j boddProduct Approval r 4USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail v FL# FL18355-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO'Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext2305 kerri_eden@tamko.cdm Authorized Signature Kerri Eden kerri—eden@tamko.com Technical Representative Address/Phone/Email 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 ✓I Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Reoort Shinoles.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 I 2008 TAS 100 1995 I Equivalence of Product Standards Certified By Sections from the Code https://www.floridabLi[ding.orglpr/pr_app dU.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uoflC%2fuvzvJ5jeSATGIJIiAHmKgOwp/o3d`/o3d 1/2 5/18/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Date Revised 05/09/2017 Summary of Products FL# Model,Number or Name Descriptinln 18355.1 Glass-Seal, Elite Glass=Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, 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 R2 II TBP15001.2 FBC 2014 Product Evaluation Approved for use outside HVHZ:Yes Report Shingles 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 142 AE TBP15001.2 FBC 2014 Product Evaluation Report Shingles.pdf I Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::PrivaN Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address relel sed in response to 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 Chapter 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 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 made available to the public To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe https:/Auww.floridabuilding.orgtpr/pr app U.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKp/a2fWzvJ5jeSATGIJHAHmKgOwp/o3d%3d 2/2 Certificate of Authorization.No.29824 CREEK 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS /ssu'd December 14,2015 220 West 4"'Street Joplin, MO 64801 (417)624-6644 i 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: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven train 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-315-62-01 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 2009 UL LLC(TST9628) 04NK24366 ASTM D 3462 2009 UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)el UL 2390 ASTM D 7158 2008d UL LLC(TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 08CA59132 ASTM D 3161 2009 UL LLC(TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 10CA50498 ASTM D 3462 2009 UL LLC(TST9628) 10CA64882 ASTM D 3161 2009 UL LLC(TST9628) 11NK14014 ASTM D 3161 2009 _ XSTM D 3462 2009 UL LLC(TST9628) 12CA24551 ASTM D 3161 2009 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)el UL LLC(TST9628) 4787043752 ASTM D 3161 2009 UL LLC(TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Page 1 of 11 This evaluation report is provided for State of Florida,product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical-Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other prod ct attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt 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. ' j 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-HVHZ only. Heritage® 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 Joplin, Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Vintage® 17-1/2"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. I Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F andl ASTM D 7158,, ' 158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3.'I462. 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 TBP15001.2 FL18355-R2 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 forwhich 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 TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(V„1t): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vard): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min.l 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; 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 "61 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordancewith FBC requirements and manufacturer's published installation instructions. Shingles,shall be attached using either"4 Nail Pattern"or T Nail Pattern"detailed below. NAILS - --------•----------•-_ •--•-•-----------•--•-•-•--•-.--- - ----•-•-•-•-••---__- Nailing ------------•--------------- -- ---------------- fr7J8----------- Area -- -- --- ! 5 11/8" Butt Edge Figure 1. Elite Glass-Seal&Glass-Seall, 4 Nail Pattern (Non-HVHZ only) NAILS �1n � 1n Nailing ... - - ---- --•...._.__•...... — 6-716�� Area ------------------------------------------ --------.-.... _ I 5-118" Butt Edge Figure 2. Elite Glass-Seal&Glass-Sean 6 Nail Pattern i TBP15001.2 FL18355-R2 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 forwhich 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 � I CREEK TAMKO BUILDING PRODUCTS 1 Asphalt Shingles TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed(V"it): Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(Va,d): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min.l 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 requirement I; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage®Woodgate new construction; in.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FIJC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instn.ictions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS _ 115 and manufacture's published installation instructions. Shingles shall be attached using T Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC • requirements and manufacturer's published installation instructions. Shingles.shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. i FASTENERS NAIL ZONE COMMON BOND -118" EXPOSURE 6-5/8" 1" 12-11211 12-3/8" 12-1121"--►� Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON BAND 6-1 E�EXPOSURE -5/8" 1°-►� h-7-1/2'-i�-7-1/2"-►�- 7�/8"-►+�-7-1f2"-�7-1/2i`-►+ �t-1" Figure 4. Heritage®& Heritage®Premium i 6 Nail Pattern j TBP15001.2 FL18355-R2 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G2o'-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 i y TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES. LLC NAIL ZONE/ FASTENERS COMMON BOND 6=1/8" I EXPOSURE 5 WS' 1" �7-1/2''+7-112'+7-318+-1/2+7-1/24� �-1" Figure 5. Heritage®Woodgate 6 Nail Pattern ►�1"1"�---12 1/2" ►i i� -12-1/2"- i i i i i i Common Bond • FASTENERS f's �;. Q: /y:��`,ot�' ?f^-:�r l-y,"'�' ,"P�, ti•i,�i �X 'Q"v�^;ry�f'` _ � ! I a r 39-3/8" Figure 6. Heritage®, Heritage®Premium, & Heritage®Woodgate Alternate 6 Nail Pattern i PAI NT LINE 7-718" --- - ----- - - -- --- -- ----—- -== ---------- NAIL ZONE EDGE OF COMMON BOND EXPOSURE 5-518" 1 ACCEPTABLE 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 TBP15001.2 FL18355-R2 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 forl 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 CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Heritage®Premium Basic Wind Speed(V„it): Max. 194 mph (Frederick) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): in accordance with FBC requirements; Solidly sheathed min.l 19/32 in. plywood or wood plank for w new construction; Min. 15/32 i1. 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 manufacturer's application instructions when installing shingles at slopes greater than 21.121 . 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. lexposure in accordance with FBC • requirements and manufacturers published installation -instructions. Shingles I-shall be attached using either"4 Nail Pattern"or"6 Nail.Pattern"detailed below. NAIL ZONE/ FASTENERS COMMON BOND 511z" EXP O SIURE " "—►�-�-- 1211 —,►�---11 --� 1 111 Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND I 551/2 EXPQS E 5" 1"--� �-91/2' I - I 9"—+-3 9112" l —1 Figure 9. Heritage®Premium (Frederick) 6 Nail Pattern TBP15001.2 FL18355=R2 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 forl 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 -' TAMKO BUILDING PRODUCTS CREEKF Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Woodgate Basic Wind Speed(Vat): Max. 194 mph (Frederick) Basic Wind Speed(Vacd): Max. 150 mph 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 (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and rrlanufacturer's published installation instructions. Shinglesi,',shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. - � I I NAIL ZONE/ FASTENERS COMMON BOND 5-1/2" EXPOSURE 5" 1%.4 [S— 11'. -.r 12-3/8"- 11" --►� �..1" Figure 10. Heritage®Woodgate (Frederick) 4 Nail Pattern(non-HVHZ only) I I NAIL ZON E/ COMMON BOND FASTENERS EXPOSULES" 1"-b� Ed- 9-�/2"-��-3'�1-9�18"-1��-3'+►�+4.9-112"-� ' �-j" Figure 11. Heritage®Woodgate (Frederick) 6 Nail Pattern I I I TBP15001.2 FL18355-R2 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G2t)-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration forlwhich this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other prod)ct attributes that are not specifically addressed herein. I I TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC I Heritage®Vintage® Basic Wind Speed(V„il): Max. 194 mph • (Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min.I 19/32 in. plywood or wood plank for new construction; Min. 15/32 ii. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed mina 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 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 1published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. ad' y uTrc.nt § rxposure ttdd- z Rl�tth IF 6. F�tenErs ore 17-trz^ i Fx�p�ule } I -1! Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) Exposu! Notch F 6• Fasteners Nei Zure Mir 5-7 16-1/4 6�osuro Figure 13. Heritage®Vintage' 6 Nail Pattern TBP15001.2 FL18355-R2 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 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 I TAMKO BUILDING PRODUCTS. CREEKAsphalt Shingles TECHNICAL.SERVICES, LLC Hip&Ridge Basic Wind Speed(Vuit): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vasa): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed.min.l 19/32 in. plywood or wood plank for new construction; in. 15/32 ii. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements: Installation: Installed with 5-1/8 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 of prevailing wind Start 5-1/8" exposure here- _ 1 II Star05-11/8" Figure 1 hereexposure � Fastener Fastener Figure 2 1/451 Figure 3 Figure 14. Hip&Ridge (Frederick&Joplin) TBP15001.2 FL18355-R2 Page 9 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 CREEK Asphalt Shingles TECHNICAL SERVICES, LLC Vintage®Hip&Ridge Basic Wind Speed (Vut): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph l Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed mind 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. 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 Starrrt. 5�" exposure he /F] Start here 5" exposure Figure 1 I i Fastener Fastener Figure 2 1/411 Figure 3 Figure 15. Vintage®Hip&Ridge (Phillipsburg) I i TBP15001.2 FL18355-R2 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 forl 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 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 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 33-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. 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 5 Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. `11111111111//1,, R.. 2015.12.14 No 74021 = _ 13:44:19 -05'00' %13 S TAT E OF ;:ttl . Zachary R. Priest, P.E. Q>``1 R�.�'� Florida Registration No.74021 e,S�OIVA` �� Organization No!ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in I ny company malufacturing or distri buting 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 TBP15001.2 FL18355-R2 Page 11 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.