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Florida Building Code Online Page 1 of 2 -mss 94 3 ws ras v. -n K� j, e wt E L SCIS Home I Log In User Registration i Hot Topics-( Submit Surcharge Stats&Facts Publications ! FBC Staff ; BCIS Site Map Links ; Search ^'n,! Product Approval USER:Public User di D' ' O-k r u4. Product Aooruval Mog>Product or Aoolication Search>Application List>Application Detail i' 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 kerrl_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 a/j Validation Checklist-Hardcopy Received Certificate of Independence FL18355..R4 COI TBP15001 4 2017 FBC Eva]Report Shingles final odf 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 FLlfii55 R4 E u]v 11L IPttPr for sts1n ids for FBC 2017.pdf Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDquvosrHazGXQ... 1/11/2018 Florida Building Code Online Page 2 of 2 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 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 R4 II TBP15001 4 2017 FBC Eval Report Shingles Approved for use outside HVHZ:Yes finalf 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 FLL8355 R4 AE TBP1.5QQ1.4 2017 FBC'Eyal Report. Shingles final.odf Created by Independent Third Party: Yes Sack fiert Contact Us::2601 Blair Stone Road Tallahassee FI 32399 Phone:850-487-1624 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida ::Privacy.Statement::Accessibility Statement::Refund Stat m n Under Florida law,email addresses are public records.If you do not want your a-mall 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 emalis 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: CrE-di;Gard / Safe http://www.floridabuilding.org/pr/pr app dtl.aspx?uaram=w6EVXOwtnrinvn-,rT4a7C'TXCI Certificate of Authorization No.29824 ' CREEK 17520 No. Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6""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 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-315-02-01 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) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. ^ ' _ | ' ' ! ��oau��op�o�r �~����0�"����� »�nhan�mn - mu�'8��8�"�_��� °'~~ TECHNICAL SERVICES,LLC PROounrDssopupnOm � Elite Glass-Sea$0 12-1/4' x3O^. ASTM D3181. Class Fand ASTM D7158. Class * me|f-seoVng. 3-tob (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D34O2. Glass-Seal 12'1/4" x30^. ASTM D 3101, C\uuy F and ASTM D 7158. C|ooa 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 AMD34G2. � G|oso^Seol 12-1/4"x38^`ASTM D7158. Class Hae|f-sea|ing. 3-tobasphalt shingle with fiberglass i (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. Hedtage@ 13-1/4" x3B'3/D". ASTM D 3161, Qomo F and ASTM D7158` Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced wiib mineral granules Joplin,Phillipsburg& complying with ASTM D34O2. � Tuscaloosa) Premium 13-1/4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass | - Frederick, neirforced, laminated architectural asphalt shingle surfaced with mineral granules � Phillipsburg& complying with ASTM D34O2. Tosco|*ouo> HeritageOPmemiom 12^ x36^. ASTM D 3161. C|eno F and ASTM D 7158. C|oae H fibao]|oon reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D84O2. Heritoge@ Vinto8m@ 17-1/2"x4O^.ASTM QO1O1. Class Fand ASTM D7158. Class Hfiberglass reinforced, / (Phillipsburg) laminated architectural aspha8shingle ouhwith mineral granules complying with � ASTM D34G2. | Hentage0UKomd ate 13-1/4" x39-30^. ASTM D 8161. Class F and ASTM D715D. Cbee H Obong|aaa (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D34O2. gate 12^ x36'3/8". ASTM D 3161. Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D3452. Shingles shall beused inthe non'HVMZonly. � Hip and Ridge Shingles 12-1/4^ x 12"i ASTM D 3161. Q000 F fiberglass na|nfpmed, hip and hdQo asphalt � (Frederick&Jop||n) shingle surfaced with mineral granules complying with ASTM D3402. Vimuge@Hip and Ridge 12^ x12^. ASTM D31O1. Class Ffiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D3482. TBP1 5001.4 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, ' | � CREEK TAMKO BUILDING PRODUCTS u Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vit): 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. I ood existing p Y�' 9 (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 * 1�� Nailing ---•----------- 6-718" Area - - - _ ----- 5-118" Butt Edge Figure I. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS Nailing . ... -........ --- .._--.....------ ....... .---- - - 6-71811 Area - _....-----•-•----A.....- ....-.._ ... - - - 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 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. ( y TAMKO BUILDING PRODUCTS ' CREEKAsphalt Shingles TECHNICAL SERVICES,LLC Heritage@ Basic Wind Speed(V„it): Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(Vasa): 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. 15/32 in. plywood or wood plank for Heritage@ Woodgate new construction; Min. 7/16 in. OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. 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'A Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAIL ZON E COMMON BOND EXPOSURE 6-6/8" 12-112"-►�- 12-3/8" 12-112' h-1" Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON BOND 6-11 /811 ce EXPOSURE 5-5/8" 1'--� �-7-112'-r�-7-1/2"-Ir�- 7�J8"-►h-7-1/2"�-7-112"-►� �t--1" Figure 4. Heritage@& Heritage®Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 " Asphalt Shingles fir# TECHNICAL SERVICES,LLC NAIL ZONE/ AS'T'ENERST' — OIV1'MON BON © i El{POS.URE S% .1" �7-1,(2+7-112'++7-3{8+-112 7=112 Figure 5. Heritage@ Woodgate 6 Nail Pattern 1";�---12-1/2„ -I ;t —12-1/2"----►i1'1,,,r c s .Common Bond i — —FASTENERS ' Nis :•!.f. Yom. x:':iri t I n co 39-318" 1 Figure 6. Heritage% Heritage®Premium,&Heritage@ Woodgate Alternate 6 Nail Pattern PAINT .7-7/8" �____..��___—_-_--------- ____ - ---:---_----_-__-:- ---�___: -NAI L ZON E' EDGE OF COMMON BOND 'E9EPOSIIRE ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG-EDGE OF COMMONBOND 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 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 81G20-3. 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 REE Asphalt Shingles TECHNICAL SERvicEs,LLC Heritage®Premium Basic Wind Speed(Vot): Max. 194 mph (Frederick) Basic Wind Speed(Vaed): 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(Nan-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7116 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 (Nan-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 51/2" EOSUFIE 5" 1"--►� �t— 11"— - 1211 --11 Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern(non-HVHZ only) NAIL.ZONE/ FASTENERS :]/COMMONBOND T- E - T 51/2" EXPOSURE 5" 1"--►1 �911�'=-�t" ..I. g".._,.�.Bt g1/2� �.t—i t, Figure 9. Heritage®Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-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. K` 4 CREEK BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Heritage@ Woodgate Basic Wind Speed(Vuit): Max. 194 mph (Frederick) Basic Wind Speed(V..d): 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 V' 11'. -r�-12-3/8"- Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ * FASTENERS COMMON BOND 1 EEXPSUR11.51" 1"—►I � 9-112"�'�9�/8"�34►�-8-112"� �1" Figure 11. Heritage®Woodgate (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not specifically addressed herein. = iTAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Vintage® Basic Wind Speed(V„i1): Max. 194 mph (Phillipsburg) Basic Wind Speed(%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. 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 Ecposure T mm�m Z Notch 6, g!!F—gners Nail ore — -� — — — — 17-in" s"Exposure 1lS— rt— T 9.1M`---►�rt-- Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) 40' Exposum Notch 1y Fastemis NOV NotchV Zone 17-1/2` �p HA 8-7 161/4' Figure 13. Heritage®Vintage° 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 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(Vag): 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. Directions of prevailing wind htarrt h5-1/8" exposure ere- I II Start Figure 1 here 5-1/8"exposure Fastener Fastener Figure 21/4 Figure 3 n Figure 14. Hip &Ridge(Frederick&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. ,nom CRE TAMKO BUILDING PRODUCTS .- Asphalt Shingles TECHNICAL SERVICES,LLC Vintage®Hip&Ridge Basic Wind Speed (VWr): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-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 Start here 5" Figure 1 exposure 1„ 1„ � ,' F Fastener astener �5-1/2" ��5-1/2„ Figure 2 1/4" 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. _ TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES,LLC LIMITATIONS 1> Fire Classification is not within the ���e��a�n� '2) The roof deck and the roof deck attachment shall be designed byothers-to meet the minimum design loads ! established for components andoladUinand in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification toASTM o /1uuapplies tnexposure ouCWith wbuilding mean roof height"" ~~``.. .~~~. 5} Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners inthe deck shall be checked for protrusion and corrected prior to underlayment application. 0> Shingles shall be installed starting at the eovo in horizontal |oyene such that the laps shed water from the deck. T) Installation of the evaluated products shall comply with this epu¢ the F8O, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. O) All products listed iothis report shall be manufactured under a quality assurance program in compliance with Rule 81G2U-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Pheot. P.E. have demonstrated compliance with the Florida Building Code,6hEdition(2017)asevidenced)nthe referenced documents submitted bythe named manufacturer. %01^xv^»1oo»x1 ���� �� ���� �� ���� V y .����.^�.� No 74o21 � � °�� � .^� � x n �.� U .�r n -04'00' -33 STATE OF 4U Z ZanhmryR- Pheat P.E. Florida Registration No.74O21 Q Organization No.ANE11669 '^"v»l Ixxx"` CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,efinancial interest inany company manufacturing mdistributing 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 opREPORT 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. Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration ( Hot Topics' Submit Surcharge I Stats&Facts ; Publications FBC Staff ! BCIS Site Map Links Search i b a. r .-. �• Product Approval r USER:Public User K., Product Approval Menu>Product or Aoolication Search>gpRlication U. >Application Detail . FL# FL2569-R13 Application Type Revision Code Version 2017 Application Status Approved Comments Archived E Product Manufacturer Soprema,Inc. (Canada) Address/Phone/Email 1640 rue Haggarty Drummondville,NON-US 00000 (819)478-2400 memathieu@soprema.ca Authorized Signature Marc-Etienne Mathieu memathieu@soprema.ca Technical Representative Marc-Etienne Mathieu Address/Phone/Email 1688 Jean-Berchmans-Michaud Drummondville,NON-US 00000 (819)478-2400 Ext 3327 memathieu@soprema.ca Quality Assurance Representative Jean-Francois Cote, Ph.D. Address/Phone/Email 1640 rue Haggarty Drummondville (888)811-3145 jfcote@soprema.ca Category Roofing Subcategory Underlaytnents Compliance Method P Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L] Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert J. M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE W Validation Checklist-Hardcopy Received Certificate of Independence FL2569 R13 COI 2017 01 COI Nieminen odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D6163 2008 FM 4474 2011 FRSA/TRI April 2012(04-12) 2012 TAS 110 2000 UL 1897 2012 http://www.floridabuilding.org/pr/pr app dtl.aspx?Daram=wGEVX0wtDasK0FF.nckR10 1/11/?nl R Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/09/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Description Name 2569.1 Soprema Roof Self adhering roof underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL2569 R13 II 2017 10 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569 Approved for use outside HVHZ:Yes R13.odf - Impact Resistant:N/A Verified By: Robert Nieminen, P.E. PE-59166 Design Pressure:+N/A/-150 Created by Independent Third Party:Yes Other: 1.)Refer to ER Section 5 for Evaluation Reports Limits of Use.2.)The design pressure FI-2569 R13 AE 2017 10 FINAL ER SOPRFMA CA UNDFRLAYMENTS FL2S69- noted herein pertains to underiayment R13.Ddf systems used beneath adhesive-set tile Created by Independent Third Party:Yes systems.Refer to ER Section 5.6.4 for details. Back Next Contact ::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: Credit Card Safe http://Www.floridabuilding.org/pr/pr app dtl.aspx?naram=wCTFVXnwtl)n-.Y(IFRni-L-R1(1 1/11/1)ni Q EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization#9503 353 CHRISTIAN STREET,UNIT#13 `J( TR1N'TYi ER® OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT Soprema,Inc. Evaluation Report 518010.06.09-Ril 1640 rue Haggerty FL2569-1113 Drummondville,Quebec J2C SP8 Canada Date of Issuance:06/15/2009 (819)478-2400 Revision 11:10/06/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition 2 1 p 0 7 Florida Building Code ( ) g sections noted herein. DESCRIPTION: Soprema Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity)ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: ts)rurgrru•r Robert J.M.Nieminen,P.E. •o �,. ,,res . The facsimile seal appearing was authorized by Robert Florida Registration N6.59166,Florida DCA ANE1983 i, ,���py aL ��r` Nieminen,P.E.on 10/06/2017.This does not serve as an '_:-. electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity]ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity]ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E. does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. � ' ~ ERD ` ^ R ^ — ' - | | ROOFING COMPONENT EVALUATION: � 1- Scops Product Category: Roofing � Sub-Category: VndadaYment � Compliance Statement: Roof Undedayments, asproduced bySop"emm, have demonstrated compliance with the following sections ofthe mmEdition (2V1z) Florida Building Code through testing inaccordance with the following Standards. Compliance issubject tothe |noteUodon Requirements and Limitations / Conditions of Use set forth herein, 2. STANDARDS: Section Property Standard Year 1504.31 Wind Resistance I'M 4474 2011 1504.3.1 Wind Uplift UL1897 2012 1507.11,T1507.1.1'1507.2.9.2 Physical Properties ASTM oz970 zOzS 1507.3.3 Physical Properties rns^/rmApril uVzz 2012 Fns*/TR|April zUzZ(m4-1z) Physical Properties ASTM o61h3 2008 TmS110 Accelerated Weathering Txa110 3000 3. REFERENCES: gntity Examination Reference Date Eno(nST6u49) ASTM o1y7V/TAS 110 2968.05.0+2 05/14/2004 ExD(TSTou4g) Physical Properties 2767.02.05 02/03/2005 EKD(T3T§V49) ASTM o19nO/TAS 11O 2974.03.OS'2 US/17/2005 [xo(TSTsQ4g) Wind Resistance 2778.07.05 07Y1$2005 Eno(T3T6U4g) Wind Resistance 2779.11.05'111 04/18/2007 Eno(TST8o49) TAS 103/TmS110 S7120.11.07-2 11/03/2007 exo(TSr@04g) ASTM nIy7V/TAS 1zn S13190.02.09-n1 04/01/2010 sno(TsTso4g) mSTkxo19vV/TAS zzu S31370.03.10-1,nl 04/07/2010 Exo(TSTau49) Physical Properties/Tensile Adhesion 611150.05.10'xI 09/09/2010 Exo(TlTao4g) Physical Properties/Tensile Adhesion 511150.05u9'n2 10/05/2010 Enn(Tsn6049) ^a7M o1970 B7210.11-11 11/09/2011 ERn(TST6n49) ASTM D1970 S40540.0I.13'1 02Y19/2013 EOo(TST6O4A) Physical Properties/Tensile Adhesion 543530.02.14-1 02/21/2014 ERO(TST6O49) Physical Properties/Tensile Adhesion SOpC-Sc76*5.02.15 02/13/2015 Enm(TST0O«g) Accelerated Weathering SopC-6c8520.14 04/17/2015 EKo(TST6O4y) Wind Resistance 5OpEsc1*0*5.05.17-nl 06/07/201/ Kx'o(CERz69Z) HVHZComp|iance 16'0508.04 09/21/2015 |Cc-Es(Bux3y6) zoz6IBC Compliance sSn'1524 03/01/2017 pm(nST5u78) Physical Properties SOp'06+02'01 12/03/2013 5mprnma,Inc.(PDm3Sz1) Equivalency Declaration SASMOOTH PLY o0 06/29/2015 UL,LLC(QVA9o35) Quality Control Service Confirmation evn.07y18/2020 4. PRODUCT DESCRIPTION' 4.1 Lestobmnd TU HT is a self-adhering, non-woven polyester fabric surfaced, S85 modified bitumen roof un6er|ayrnent/meets ASTM D197Dand FRSA/TK|April 2O12(O4-12). 4.3 Lastobond Shield is a self-adhering, woven polyethylene surfaced. S86 modified bitumen roof under|aymentavailable intwo widths;36and 45inch;meets ASTM D197U' 4.3 RES/STO SA SMOOTH PLY 40 is a self-adhering,woven polyethylene surfaced,68S modified bitumen roof undedayment/available in3.3ftx55ftrolls;meets ASTM D197O. 4.4 Lastobond Shield VT is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof under|ayment;meets ASTM D197O. extoomResearch and Design,I.uc Evaluation Report y1xum.n*.n*n11 mrrincamOf»"woriz"m*mem3 CH EDITION(znz,)FSC wom'ovxzEVALUATION p1.2569'1113 sunrema,mc. Revision 11:10/06/2017 Page amx � `, y ���[� `~� 8 ��K�0 � K �^~�' | h surfaced, SBS modified bitumen roof ! 4.5 La�obon6 Pro HT-N is a self-adhering, woven polyethylene ou ce , cn undedaymentavailable intwo widths;s6and 45inch;meets ASTM D1970. 4.6 Lmmobond Pnm HT-S is a self-adhering, woven polyethylene surfaced, high temperature, 585 modified bitumen roof undedoymant/meets ASTM D1970. 4.7 Lmotobond 195 is a self-adhering, glass-mat reinforced, sand*udaced, SBS modified bitumen roof under|ayment/meets ASTM D197O. 4.8 Lastmboud Eaves Protection Sheet isase|f-adherin8, glass-mat reinforced, sand-surfaced' SBS modified bitumen roofunder|ayment;meets ASTM D1970. 4.9 Lastmbnn6 Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen ,nuf undedayment;meets ASTM D1970. 4.10 LastubondSmooth Seal HT is ase|f-adhehng, glass-mat reinforced, fi|m-surfaced, SBS modified bitumen roof undedayment;meets ASTM DI970. . 4.11 RESlS[O Lg1236 is o self-adhering, glass-mat reinforced, sand*udaced, SBS modified bitumen roof undedayment,with aBh-inchsheet width;meets ASTM D197O. 4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof undedoyment,with a36-inchsheet width;m��sA�FK8D197O. 4.13 RESISrO L81244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof under|oyment,with a44'inchsheet width;meets ASTM D197O. 4.14 Co\pheneFR GR is a self-adhering, fiberglass reinforced,�granule-surfacecl, SBS modified,bitumen roof undedayment;meets ASTM D197Oand FRSA/T0April 2O12(U4-12). S. LIxx/Tumoms: 5.1 This isabuilding code evaluation. Neither Thnity)ERDnor Robert Nieminen, P.E. are, inany way, the � Desi�nerofRecord for any project on which this Evaluation Report, or previous versions � ions�hereof is/was s | used for permitting or design guidance unless retained specifically for that purpose. | 5.2 This Evaluation Report isnot for use inFBCHVHZjurisdictions. � 5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire � ratings ofthis product. 5.4 Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically referenoedvvithinFBCoppnova| docuhneots, |fnut|isted, arequestmaybemadetntheAuthori1yHaving Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof i covering. � 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail-On Foam-On Metal Wood Shakes& Slate Shingles Tile Tile Shingles � Lastobond TU HT Yes Yes Yes Yes Yes Yes See 5.5.1 Lastobond Shield if Pro HT-N if RESISTO SA No -N o No Yes Yes Yes SMOOTH PLY 40 Lastobond S�ie!d HT/Pro HT-S Yes No Yes Yes Yes Lastobohd Eaves Protection Sheet/ Lastobond 195 Lastobond ECO RESISTO L81236,Grip Rite Eave&Valley Protector/RESISTO Yes No Yes Yes Exterior Research and Design,LLC. Evaluation Report S18010.06.09-R11 urtiflcate of Authorization#9503 6"EDITION(2017)/BC NON-HVHZ EVALUATION eL2569-1113 Svpmma,mc. Revision 11:10/0612017 Page 3mm q �INJTY ERD TABLE 1: ROOF COVER OPTIONS Asphalt Nail-On Foam-On Metal Wood Shakes& Slate Underlayment Shingles Tile Tile Shingles Lastobond Smooth Seat HT Yes No ,.. :; No; Yes Yes Yes Yes IVa Yes Yes Colphene FR GR Yes Yes See 5.5.1 5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS1 Adhesive Florida Product Approval Underiayments DowTileSond`"" FL22525 Lastobond TU HT ICP Adhesives PolysetO AH-160 FL6332 Lastobond TU HT or Colphene FR GR 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S,Lastobond TU HT,Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond ECO,RESISTO LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal HT applied to: ➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. Colphene FR GR applied to: ➢ Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete. Note: A While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours. A Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.6.2 Bond-to-Insulation; Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S,Lastobond TU HT,Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond ECO,RESISTO LB1236, Grip-Rite Eave &Valley Protector,RESISTO LB1244,Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems(Lastobond TU HT only),insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D,Testing Application Standard TAS 114,Appendix 3 or UL1807. I Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-1121 Certipcote of Authorization#9503 6"'EDITION(2017)FBC NON-HVH2 EVALUATION FL2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 4 of 8 ,. TRINITY;ER® f 5.6.3 Bond to Mechanically Attached Base Laver: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ASTM D226,Type I or II felt;Sopra-G; Modified Sopra-G. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems (Lastobond TU HT only), base layer shall be attached in accordance with FRSA TRI April 2012(04-12). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12)or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol 600c Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. #3 Maximum Design Pressure=-150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end-laps. #4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three (3), equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered 5.6.4.1 All other direct-deck, adhered Soprema underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-1131 Certificate of Authorization t195o3 6"'EDITION(2017)FBC NON-HVH2 EVALUATION FL2569-R33 Soprerna,Inc. Revision 11:10/06/2017 Page 5 of 8 TRINITYERD 5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB1236,Grip-Rite Eave&Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30- days after installation. Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40, Lastobond Shield HT or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation. Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12))• When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by 8 tiles high 6:12 on slope,as shown below) WID Lastobond TU HT Lugged " t , Colphene FR GR Flat Max.10-tile stack 5:12 Lugged Max.10-tile stack 6:12 Exterior Research and Design,LLC. Evaluation Report 518010.06.09-1111 Certificate of Authori:otlon#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 6 of 8 Ji TRINITYERD 6. INSTALLATION: 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER(if applicable). 6.3 Lastobond TU HT,Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Lastobond Pro HT-S, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond Eco, Lastobond Smooth Seal HT,RESISTO LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Colphene FR GR: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: While priming is optional, Soprema recommends priming with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. When installing at slopes above 8:12,Soprema recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayrnent. See Table 2 herein,and Soprema published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-Ril Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13 Soprema,Inc. Revision 11:10/06/2017 Page 7 of 8 1> TRINITYf ER® 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product(s) Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Drummondville, Lastobond Pro HT-N,Lastobond Pro HT-S,Lastobond 195,Lastobond ) QC Canada ASTM D1970 Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth Seal HT, QC(Canada) RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector, RESISTO LB1244 ASTM D1970&FRSA/TRI 04-12 Colphene.FR GR Wadsworth,OH Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco, ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector,.RESISTO LB1244 ASTM.D1970&FRSA/TRI 04-12 Lastobond TU HT;Colphene FR GR Gulfport,MS Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco, ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector,RESISTO LB1244 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report 518010.06.09-1131 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1133 Soprema,Inc. Revision 11:10/06/2017 Page 8 of 8