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HomeMy WebLinkAboutProduct Approval Opsinos kftfes4md BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts 1 Publications Contact Us BCIS Site Map Links Search Florida Product Approval USER:Public User r�*.r:xyy 7 '.C�rcr'o'i..pdcu Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# FL18355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerrj_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com 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 ❑ 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 P.E. El Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Eauiv UL letter for standards for FBC 2017.oddf Sections from the Code Product Approval Method Method 1 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 Hent g,Heritage Premium, eritage Woodgate,Heritage Vintage,Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles Approved for use outside HVHZ:Yesnfi al.odf 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 TBP35001.4 2017 FBC Eval Report Shingles afin I.pddf Created by Independent Third Party:Yes Back Nert 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.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send 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: ENE W ®99 -ra Credit Card Safe. Certificate of Authorization No.29824 REEK17520 Edinburgh Dr Tampa,Fl-33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017 220 West 4"'Street Joplin,MO 64801 (417)624-6644 Manufacturing Plants: Joplin,MO Phillipsburg,KS Frederick,MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1,1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties- Physical properties,Wind Resistance,Wind Driven Rain REFERENCES En& Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)el 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) 11 NK1 4014 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)el 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 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. . GREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC PRODUCT DESCRIPTION Elite Glass-Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 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 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-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. 3HecitageC�. 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. Heritage®Woodgate 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 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 3462. Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 GREEK Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vuit): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with 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 5-1/8-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. NAILS �. mitt 1,t Nalling - - - ---- -- - -- - ---------- -- - — - 6-7ff SAI - -------------._----------------.__-_.--------------.�.------_---- - r d Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS 1" Nailing - — ---------------------......-----. fr7l� t. Area But 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. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Herta � Basic Wind Speed(Vuit): Max. 194 mph r (Dallas,Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage®Premium new construction; Min. 15/32 in. plywood existing (Dallas,Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15132 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. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 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. FASTENERS NAIL ZON E COMMON BOND FEXPOSURE 6-6/8" 1" 12-1/211 12-3/8" 1 2-1/2'"� �-1" Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodgate (Dallas) 4 Nail Pattern(non-HVHZ only) FASTENERS NAIL ZONE COMMON BOND EXPOSURE 8-518" 7412"-ifiill- 7-&8"10�-7-112"-►�7-112"-►� 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 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. GDEEK TAMKO BUILDING PRODUCTS [� Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONEl ASTENERS OOMMON.BOND EXPOSURE 5 518" 1,�: . `FZ=112, -7 1i2'!�► -7-�ffi+,-112+ .4)2 1"` Figure 5. Heritage®Woodgate 6 Nail Pattern ►h"i1"i� 12-1/211ti I I I I I I ®Common Bond FASTENERS i i i T I IJP 1 1 - � T m T uo oCL .- �Lu 1 1 39-3/8" �. Figure 6. Heritage®, Heritage®Premium,&Heritage®Woodgate Alternate 6 Nail Pattern PAI NT —=-- __,�--NAIL ZONE- COMMON,, BOND EXPOSUR E . ACGEPTABLE. FASTENER LOCATION DO-NOT FASTEN ALON GED GE:OF — - -COMMON'.BOND PREFERRED FASTENER' LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3,4, and 6 may be placed in the nail zone as described above TBP15001.4 171_1:8355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ 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. 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(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 published installation instructions. Shingles shall be attached using either"4 Nail Pattem"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS COMMON BOND 5'/2" EXPOSURE 5" r--- 11"- -- 12" —►�11��—►I �-1 Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS L—k�ml/COMMON BOND T51/2" EXR()SURE 5" - 1 911—► -3+91/21 14-1" 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 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. GREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Woodgate Basic Wind Speed(V"it): Max. 194 mph (Frederick) Basic Wind Speed(Vasa): 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 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 T 5-112" EXPOSURE 5" 1' 11" 12-3181( Figure 10. Heritage@ Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE! FASTENERS COMMON BOND T EXPOSURE 5" 1"-►I 9-112" '�i-9 "--1�-3'+ 4.9-112"-M, �-V Figure 11. Heritage@ Woodgate(Frederick) 6 Nail Pattern TBP15001.4 FI-18355-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. ' CREEK BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Vintage@ Basic Wind Speed(Vuit): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasd): 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(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 published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. —40 t "Sn—t I rcposure Notch S. Fastanes rran one — — — — — — — — — — — — — — — 17-1l2" S' Fxposu2 9 l Al• 41M• 9-114��¢tM ---to-�a•—+� �to-�a•—� Figure 12. Heritage®Vintage@ 5 Nail Pattern(non-HVHZ only) 4WExpmR Notch rFaSMM Nov 17-1/2" s< 731i' 73A' 7�3fi—old —MW t t Figure 13. Heritage@ Vintage® 6 Nail Pattern TBP15001.4 FI-18355-R4 Page 8 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 Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(V.d): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with 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- Fn] re -FI II Start Figure 1 here 5-1/8"exposure + 1" a stenerFastener 8 V-55/i8 Figure 2 1 J4 Figure 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 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(V„it): Max. 194 mph (Phillipsburg) Basic Wind Speed(V.rd): 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. 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 5" exposure hrt � 11 Start Figure 1 here ��� exposure lip 15 1" 65 Fastener Fastener 5-1/2 -1/2'9 Figure 2 Figure 3 Figure 15. 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. i ;r CREEK TAMKOBUILDINGPRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to 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,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ``,11111111111//R. ,, 2017 09 25 No 74021 - *: :* = 11 :31 :41.41 = -04'00' O:• STATE OF •:Al � O R,0 P.•'X�,�` Zachary R.Priest, P.E. RegistrationFlorida SS�/ONA1-�%.�`�` O ganzation No.ANE11 691 I /111111111� 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 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 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. • •tl n 0 9 r • 1 ® �t�-�er�i� BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search are Product Approval usER.Public User Product Approval Menu>product or Application Search>Application List>Application Detail I FL# FL2418-R11 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived F-1 Product Manufacturer Maxim Industries,Inc. Address/Phone/Email 1630 Terre Colony Court Dallas,TX 75212-6221 (214)905-2021 info@maximskylights.com Authorized Signature David Thornton info@maximskylights.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Sky Lights Subcategory Skylight Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL2418 R11 Eauiv EER2000 Rev2 418-0102 MAX0001-DSF MAX0002- DCM ss.odf Product Approval Method Method 1 Option A Date Submitted 03/05/2018 Date Validated 03/06/2018 Date Pending FBC Approval tel, Date Approved 03/09/2018 Summary of Products FL# Model,Number or Name Description 2418.1 Series"DCM"Dade Curb Mount Polycarbonate Glazed Aluminum Skylight Skylight Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2418 R11 C CAC NI009198.01-R5 DCM_pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2021 Design Pressure:+60/-60 Installation Instructions Other: FL2418 R11 II MAX0002 RevB DCM ss.pd Verified By: Robert J.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL2418 RII AE PER2000 Rev2 418-0102 MAX0001- DSF MAX0002-DCM ss.pddf Created by Independent Third Party:Yes 2418.2 r, Se�rrTsn DSF Dade Self Flashing +' 'Polycarbonate Glazed Aluminum Skylight FSkylight Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2418 R11 C CAC NI009198-R5 DSF..pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2021 Design Pressure:+60/-60 Installation Instructions Other: FL2418 R11 II MAX0001 RevC DSF ss.pdf Verified By: Robert J.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL2418 R11 AE PER2000 Rev2 418-0102 MAX0001- DSF MAX0002-DCM ss.pddf 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.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall 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: MR-9i I'MIRM ME `—�9 ce Credit Card Safe NOTICE OF PRODUCT CERTIFICATION G O �} 4 a CERTIFICATION NO: NI009198-R5 N ! r DATE: 12/30/2007 ` CERTIFICATION PROGRAM: Structural COMPANY: Maxim CODE: M-1256-1 t .. REVISION DATE: 08/21/2017 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Maxim Industries,Inc. i-S`eries`"Dade'Self F;Iashmg�" 1630 Terre Colony Court Polycarbonate Glazed Aluminum Skylight Dallas,Texas 75212 Configuration: O Glazing:Exterior Dome-0.118"Hyzod Polycarbonate w/8"rise/Interior Dome-0.118"Hyzod Polycarbonate w/4"rise Overall: W-416" DLO: W-39" H-816" H-719" SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: Architectural Testing,Inc. Report No: ATI-01-43381.01 Expiration Date: December 31,2021 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 Q Q = � � H MAXIM INDUSTRIES, INC. o 2 a a SERIES "DSF" DADE SELF-FLASHING SKYLIGHT W . LL INSTALLATION ANCHORAGE DETAILS ~ �m =W U 0 �n OJ� W ~ O a oV a� a 0 � ? o F-7 m Q GENERAL NOTES: INSTALLATION NOTES: 3"MAX.FROM 12"MAX. 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH CORNERS TYP. O.C.TYP. (H VELOCITY HURRICANE ZONE(HVHZ)OF THE CURRENT 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH EDITION OF THE FLORIDA BUILDING CODE(FBC).THE ANCHOR LOCATION SHOWN. PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON i O SIGNED AND SEALED TEST REPORT ATI 0143381.01 AND 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED ARE fg ASSOCIATED LABORATORY DRAWINGS. THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 3"MAX.FROM •• p ' PRODUCT INSTALLATION. $ 2.ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A CORNERS TYP. to g MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 3.FOR INSTALLATION INTO WOOD ROOF DECK,USE#12 WITHSTANDING AND TRANSFERRING APPLIED PRODUCT WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 318 go =O LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE INCH MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS H N U V/n= O Q v ENGINEER OR ARCHITECT OF RECORD. 1 INCH. •I I• a 0 3.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE I I U~LL k W Z REQUIREMENTS EXIST USE OF AN APPROVED IMPACT WALL FINISHES,INCLUDING BUT NOT LIMITED TO Z W y to O PROTECTIVE SYSTEM IS NOT REQUIRED. STUCCO,FOAM,BRICK VENEER AND SIDING. 96" m S W 1= 4.MATERIALS: 5.INSTALLATION ANCHORS SHALL BE INSTALLED IN 12"MAX. •I I• 92.50" MAX. 9M 102" w o w p 4.1. SKYLIGHT FRAME:6063-T6 EXTRUDED ALUMINUM, ACCORDANCE WITH ANCHOR MANUFACTURER'S O.C.TYP' MAX. O.A. MAX. i o LL w k g 4.2. SKYLIGHT INNER AND OUTER DOME MATERIAL: INSTALLATION INSTRUCTIONS AND ANCHORS SHALL I• O.A. INT. DOME O'A' N 5 MAKROLON POLYCARBONATE BY COVESTRO,LLC PER NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS D.L.O. SKYLIGHT FLANGE Ow 1� p CURRENT MIAMI-DARE NOA COMPONENT APPROVAL. THAN THE MINIMUM STRENGTH SPECIFIED BY THE •I I• LENGTH FRAMELENGTH LENGTH ME LENGTH wO t1g ANCHOR MANUFACTURER. F! Z 6.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS I I uJ m S HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH g° THE FOLLOWING PROPERTIES: •I I• SJ1 A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.42. .I I. 44.50"MAX.O.A. D.L.O.WIDTH Robert J.Amoroso,P.E. 48"MAX.O.A.INT. Redd.P.E.No.49752 SKYLIGHT FRAME WIDTH �e+is y�.,,, ,:OOEQi��G.. 49 1/4"MAX.O.A. "12 DOME FRAME WIDTH Ta= SA E of �OAIOPf a��J 54"MAX.O.A. TABLE OF CONTENTS FLANGE WIDTH Digitallysigned by SHEET REV. SHEET DESCRIPTION DESIGN PRESSURE RATING(PSF) IMPACT RATING ELEVATION & ANCHOR RobertJ.Amoroso* 1 - NOTES,ELEVATION&ANCHOR LAYOUT 160.0 LARGE MISSILE ^2 - SECTION VIEWS IMPACT Date:`2018.03.05 LAYOUT - 1�0:08:55-05'00' 1. Minimum#12 fastener by others.Pre-punched installation holes 3"from each comer,maximum 12"on center.Minimum penetration=1-3/8". �, N 2. .060"X 1.5"X 1.75"6063-T6 extruded aluminum retaining angle.Aluminum angle mitered and welded @ four comers. 0 W 3. 47.5"X 95.5"UV Enhanced outer Makrolon Polycarbonate Dome by Covestro,LLC @ 8"height on test sample(dome height varies per skylight size but not less than the larger of o i ? o 10%of the dome's span or 4"). ob 4. 7.5"X 95.5"UV Enhanced inner Makrolon Polycarbonate Dome b Covestro,LLC 4"height on test sample dome height varies per skylight size but not less than the larger of Y Y @ 9 P ( 9 P9 °w 10%of the dome's span or 4"). rr 5. OSI PR256 urethane sealant.Located between aluminum retaining angle and outer dome&between inner dome and aluminum frame. w o 6. Sealant tape.1"X.125"located between outer and inner domes. 7. 6063-T6 extruded aluminum frame.Aluminum frame mitered and welded @ four comers. a o a a 8. #12X 1.75"fastener.One fastener located equidistant from each comer.Four fasteners per skylight. 9. #10 X.375 18-8 stainless steel fastener.Located 4"from each comer,maximum 11"on center. > 10. All units equal to or less than the total square footage or the test specimen,36 square feet,will be accepted under this approval.Width and/or height of tested unit cannot be v m a exceeded. 11. Minimum distance=4"from angle lip to roof surface for shingles or BUR without Insulation.For insulation and tile roof add tile height and insulation thickness to the 4"minimum height. o N Outer Polycarbonate Dome O3 z g o Inner Polycarbonate Dome ® o #12 Stainless Steel Fastener with F y neoprene gasket.One fastener ® z located equidustant from each go a= U U Sealant O comer.(Four fasteners per W Z g z N Z skylight) a p 'L'L-�_ S > Sealant Tape © o W o o Sealant O #10 X.375"stainless steel fastener @ O Z it g w � 4"from each comer,maximum 11" 9 rr o w Condensation Gutter on center. Woo m Ilk O i Aluminum Extruded Aluminum Retaining 0.060"AliFramerL n Retaining Angle w m W Design Pressure: 60psf 11 Minimum#12 wood screw with min.1-3/8"embedment into 1 O 3"Installation Flange substrate receiving point. Installation holes 3"from each corner,maximum 12"on center. Robert J.Amoroso,P.E. Flodda P.E.No.49752 1-3/8" Min. 'Digitally Self Flashing Model Embedment ;,'signed by `t JAMES 44,,- RobertJ Roof deck and framing by others.All ;00 �.o'eNsF P?moo; roof details shall comply with " °�a,°P Amoruso Chapter 15 of the Current Edition 94 e,,,E o4 r 'W,;y r Date: FBC and Chapter 9 of the Current ;F;.<op;oyo?,• = Edition FRC. "s;�A;o"' 2018:03`-65 10:09:09 `'" -05'00'