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HomeMy WebLinkAboutPRODUCT APPROVALt Business & Professional Requia i6o SCIS Home Log In User Registration hat Topics Submit Surcharge Stats & Facts Publications F8C Staff BCI5 Site Map Umks Search S Product Approval d b r USER: Public User Pmd}_Y a, al �1 ny. n +ter tlue; ar A;�rlu;ar •%rich > i=:: > Application detail FL n FL18355-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKD Building Products, Inc. Address/Phone/Email PO Box 1404 3ophn, MO 64802 (417) 524-6644 Ext 2305 kerrf--eden@tamko.com Authorized Signature Kern 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 rr a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Fiorida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 0110712019 Validated By Locke Bowden Validabon Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (o€Standard) Standard Year ASTM 0 3161 2009 ASTM D 3462 2009 ASTMD D 7156 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 12116/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02110/2016 Date Revised 05/08/2017 -5u� mmarri of Products FL # Model, Number or dame Description 18355.1 Glass -Seal, Elite Glass -Sea], 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 l.i � _, ,. ' lu Product f ,_irr,__, T Verified By: Zachary R. Priest PE -74021 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports r - _ - _ ._ 2c.1= IF s t �::r r liil,i Created by independent Third Party: Yes arSr lea' Contact Vs :: 7601 Mair Stone R—J. Tallaha a Ft. 32399 Phone: 850,40-1824 Ttie State of Florida is an AAIEEO employer. Copyright 2007-2013 State GF Floiida.:: Privacy Sraternent :: ACcesSrhilrly Statement ::. Refund Statement under Fforida law, email addresses are public records. if you it. not want your e-mail address released in response to a pubic -records request, do not send electronic utak to this enUty. Instead, contact the office by phone or by traditional mail. It you have any gUeSYIOnS, R€Case contact 950.487.1395. �€ i rsuant to Section 0.55.275 Monde Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F -S. must provide the Department with an email addre5S If they have ane. The emaiis provided may be used for official communication with thr licensee. However email addrs es are public record, if you do not wish to supply a personal address, please prnvlde the Department with an email address which an be made available to the public. To derernine if you are a licensee under Chapter 455, F.S-, please click here _ ProductApproval Accepts; i Credit Card Safe Certificate of Authorization No. 29824 CREEK17520 Edinburgh Dr Tampa, FL 33647 L (813) 480-3421. EVALUATION REPORT FLORIDA BUILDING CODE 57 EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS 220 West 4"° Street Joplin, VII 64801 (417)624-6644 Manufacturing Plants: Joplin, Mo Phillipsburg, KS Frederick, MD Callas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Issued December 14, 2015 Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.25, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES End Report No. Standard Year PRI Construction Materiais Technologies (TST5878) TAP -043-02-01 TAS 100 1995 PRI Constructor. Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Conslructfon Materials Technologies aTST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -1 17-02-01 TAS 100 1995 PRI Construction Materials Technologies (TS T 5878) 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 Materiais 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) 021\I1<9507 ASTM D 3161 2009 UL LLC (TST9628) 04NK24366 ASTM D 3462 2009 UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 20084 UL LLC (TST9628) 06NK0389B ASTM D 3161 2009 ASTM D 3462 2009 UL LLC {TST9628} 08CA59132 ASTM D 3161 2409 UL LLC (TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 10CA50498 ASTM D 3462 2009 UL LLC (TST9628) IOCA64882 ASTU; D 3161 2009 UL LLC (TST9628) 11NK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 12CA24551 ASTM D 3161 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2009 UL LLC (TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TSP15001.2 FL18355-R2 Page 1 of I I 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, recornmended use, or other product attributes that are not specifically addressed herein. DING PRODUCTS R E E K TAMKC BUILDING Shingles 17FECHNICAL 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 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-114" 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@ 13-10" 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 13-114' 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) HeritageO 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@ VintageiD 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 13-114" 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 12-114" 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(D 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, TUP15001.2 FL18355-R2 Page 2 of 11 Thds 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 impJy warranty, installation, recommended use, or other product allributes that are not specifically addressed herein. is 'TECHNICAL LAICAL S..s-- ERvices, Il.-l_C INSTALLATION Elite Mass-Seal0 Basic Wind Speed (Vjt), (Frederick, Joplin. & Basic Wrid Speed (V ): Tuscaluasa) Deck (HVHZ): & Mass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): 1.1nderlayment: Min. slope-- lope:Installation Installation(HVHZ): Installation (Non-HVHZ): ME TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 niph In accordance with FBC requirements; Solidly sheathed rain. 19i32 in. plywood or wood plank for new construction, Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FISC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-118 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingfes shalt be attached using "6 Nail Pattern" detailed below. Installed with 5 -118 -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 Figure 1. Elite glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAILS -71W 5-118" WIlti ....... ........_.?....._.k_.... - --- ------ 6-7/8" NA�n� - Area,,_I..................................--......___..___.___.__ ti Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern TBP15001.2 FL18355-R2 Paye 3 of 11 This evaduatrcn 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 duratlbn 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 T t-tt' ICAC SERVICES.. LLC Heritage@ Basic Wind Speed (V„q): (Dallas, Frederick, Joplin, Basic Wind Speed (V„sd): Phillipsburg $ Tuscaloosa) Deck (HVHZ): Heritage@ Premium (Dallas. Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): & Heritage@ Woodgate (Dallas & Frederick) Underlayrnent; Min. slope: Installation (HVHZ)! Installation (Nan-HVHZ): TANIKO BUILDING PRODUCTS Asphalt. Shingles Max. 194 mph Max_ 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or woad plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min_ 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBG requirements. 212 and in accordance with FBG requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-5ig in_ exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern” detailed below. Installed with 5-5f8 in_ exposure in accordance with FSC requirements and manufacturers published installation instructions. Shingies shall be attached using either 'A Nail Pattern" or '5 Naif Pattern" detailed below. FASTENERS NAIL ZON E COMMON BOND EXPOSU RE 5-5/8° 1 " f 12-1/2" 12-X8" --�� - 12-112' �--1 Figure 3. Herltage0n, Heritage@ Premiums, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) M - : -1! ' ;-1,r2"T► t- 7 ' 8"��4- 7-1 E' "-►'+F 1-i1'2 Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern NAIL ZONE COMMON BOND IE 5-518" TBP1585'1.2 FL18355-R2 Page 4 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 ,hat are not specifically addressed herein. ' TAMKO BUILDING PRODUCTS i Asphalt Shingles NAIL ZONE/ COMMOM BOND 6-1180 EXPOSURE 5 518" 12-4 �7-1/2` 7-1i2`l6 -7-8ig 7-112 F7-11211� Figure 5. Heritage® Woodgate 6 Nail Pattern ris u wu PAINT LINE, 7-7/8"74 — FASTENERSQ Common Bend -- �- is CD Figure 6. HeritageO, Heritage@ Premium, & Heritage& Woodgate Alternate 6 Mail Pattern ACCEPTABLE FASTENER LOCATION G PREFERRED FASTENER LOCATION L ZONE I DGE OF OMMON OND EXPOSURE 5-b/8" Figure 7. Heritaget) (Tuscaloosa) Expanded Nail Zone Naii patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above i-BP15001.2 FL13355-R2 Page 5 of 11 This evaluation report is provided for State of Fio-da 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 specificafly addressed herein. CREEK TEcHNICALSEFVICES. LLC Heritagep Premium Basic Wind Speed (V„ it): (Frederick) Basic Wind Speed (V�,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min, slope: Instailation (HVHZ): Installation (Non-HVHZ): TAMi{O BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 159 mph In accordance with FBC requirements; Sofidly sheathed rein. 19132 in. plywood or wood plank for new construction; Min. 15132 in- plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7€16 in. OSB existing construction. In accordance with BBC requirements. 2:12 and in accordance with FBC requirements. Reter to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . 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_ Installed with 5 in. exposure in accordance with FBG requirements and manufactures published instaliation instructions. Shingles shall be attached using either °4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE! COMMON BOND EXPOSUR I v 1211 -► -11 it �- v Figure 8. Heritage(D Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAILZONE! FASTENERS COMMON BONO 51/211 EXPO? RE Sar I W 1;� �1'171�I1 J� •3 1714 �]il (�.�j,111 ��_� EI 1 i I Figure 9. He3ritageQ aPremiumT (Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page 6 of 11 This evaluation repcn is provided for State of Florida product approval under Rule 61 G20•-3. The manuf2cturer 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. !T CREEK TECHNICAL SERVICES, LLC Heritage} Woodgate Basic Wind Speed (VLt): (Frederick) Basic Wind Speed (V911d): Deck (Non-HVHZ): Underiayment: Mjn. slope: Installation (Non-HVHZ) FASTENERS T. MKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15132 in. piywood or woad plank for new construction, Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements, Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nal€ Pattem" or "6 Nail Pattern" detailed below. im NAIL ZON N !%-� �— 11" 12-3d8'r11'' —►J k-1" Figure 10, Heritage(g) Woodgate (Frederick) 4 Nail Pattern (non-F1VHZ only) 1`4A 120N Er CQFAMON GOND HERS TT i. 1"- 9-712"-�►3'�19-316 f►�-3'i►F 9-1I2"1„ Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern TQP150Oi1.2 FL18355-R2 Page 7 of 11 This evaluation report is provided for Stats of Florida product approval under Rule b1 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 TEcHNIC A+ SERVICES. LLC Heritage@ VintageO Basic Wind Speed (V At): (Phillipsburg) Basic Wind Speed (Va,a): Deck (HVHZ): Deck (Non-HVHZ): Underiayment: Min_ slope: Installation (HVHZ): Installation (Non-HVHZ): I-- 4�' TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 994 mph Max. 150 mph In accordance with FBG requirements; Solidly sheathed min. 99132 in. plywood or wood plank for new construction: Min- 95132 in. plywood existing construction. In accordance with FBC requirements; So€idly sheathed ruin. 15132 in. plywood or wood plank for new construction: Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FSC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 27:12, Installed with 5 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using u6 Nail Pattern" detailed below. installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'S Nail Pattern" or "6 Naii Pattern" detailed below. Figure 12. Heritage@ Vintage@) 5 Nail Pattern (non-HVHZ only) E Yi' �iflK 7�Xsrs' € 731r—ri<--�3Vs�---�r�t—.a7-3fb' Figure 13. Heritage@ Vintage' 6 Nail Pattern zpr sole No'cf, EXPOWR i Nat& v-tfr TBI' 1500'4.2 FL19355-R2 Page 8 of 11 This evaluation report is provided for State of Florida pmduct approval under Rule 61 G20-3. The manufacturer shall notify CREEK Techn?cal 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 specifivaliy addressed herein. 14� CREEK Flip & Ridge (Frederick & Joplin) TAMKO BUILOING PRODUCTS ,Asphalt Shingles Basic Wind Speed (VLa): Max. 194 mph Basic Wind Speed (V�w): Max. 1511 mph Deck (HVHZ): in accordance with FBC requirements; Solidly sheathed min. 19132 in_ plywood or wood plank for new construction; Min_ 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed shin. 15#32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Nl'sn. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-118 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. Direotion of prevailing wind Start 5-1/8" exposure here L. I !I k Figure 1 O r� 15A * Fastener !� Figure 2 .rrr��r Start 1 exposure Fastener ti {./ Figure 3 f! 49} Figure 14. Flip & Midge (Frederick & Joplin) TBP15001.2 FL18355-R2 Pa0a 0 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, installations, recommended use, or other product attributes that are not specificOy addressed herein. jiCREEK g -7c NICAL. SER VICES. LLC Vintage0 Hip & Ridge Basic Wind Speed (V,,af): (Phillipsburg) Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVI-114 Underlayment: Min. slope: Installation: TAMKQ BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; 5olid!y sheathed min. 19132 in. plywood or woad plank for new construction, Min. 15132 in_ plywood existing construction. In accordance with FBC requirements; Solidly sheathed rein. 15132 in. p#ywood or woad plank for new construction; Min, 7116 in. 088 existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. 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 :" exposure here— Start Figure i here" exposure Fastener �.IFener r5-112„ Figure 2 114" Figure 3 Figure 15. Vintage) Hip 8 Ridge (Phillipsburg) TSPi5001.2 FL18355-R2 Page 10 of 11 This evaluation report is provided for State of Florida product approva# under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LI -C 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 TECHNICAL SERVICES, LLC LIMITATIONS TAMKC SU4LDING PRODUCTS Asphalt Shingles 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 efadding and in accordance with FSC 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 Glean, dry, and free from any irregularities and debris. Alf fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application, F) 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 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 51° Edition (2614) as evidenced in the referenced documents submitted by the named manufacturer. R. P �rri r r No 74621 R Q'. STATE OF W . ., <,*•.,L p P O . �,,. rrrrrf� fO N AL 1 �.1 lq�+ CERTIFICATION OF INDEPENDENCE 201 5.12.14 J-alZ � 13.44619 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does nal 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 TBP15001.2 FL18355-R2 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G24-3_ The manufacturer shalt 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. arida Building Code Online https_/Ivrwvv.noridabuiiding.org/pr/Pt app_dt3.aspx?pat2mt 'vGEV:f.-. vn�llaY.12c19f Business5 9CiS Hasse Log in Use, RegLsnatlDn Hot Topics Suhmt Surdorge Stats � facts PUhrtatlon5 rEIC Staff BCT5 Sma Map Un" Search "ir �[i", i[[ Professional Ai' Product Approval # iolessio iai `�� 1-1 ) USER: put* U5er r r_ro6uct.�pr3rcv_;ti.S �,2Pu � Prr�t4o dp f?:W _Pp" Searcy s Atn_pggp k_}. jk > App&troe [aataii FL u - FL16048-R3 F,pplication Type Revision Code Version 2014 Application Status Approved Comments Arbiived Product Manufacturer TRI-BIJILT Roofing Products Address/Phone/Email 9D50 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david-ruizC&tribuiitmaterialsgroup.com Authorized Signature David Ruiz david. raiz@tribuiltmaterialsg roup. Com Technical Representative David Ruiz Address/Phone/Emall 250 Route 17 North East Rutherford, N3 07073 (201) 842-2449 david. rLtizCtribuiltmateri a Isg roup.com Quality Assurance Representative Address/Phorte/Email Category Roofing Subcategory UnderlaymentS Compliance Method Evaluation Report from a 90rida Registered Architect or a Licensed Florida ProfeSSiOnal Engineer Evaluation Repos - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59165 Quality Assurance Entity UL LLC {duality As5urarre COntraCt EXPiration Date 10110,12017 Validated By Soh , W. Knezevlch, PE Valtdataon Checklist - Hardcopy Received Certificate of independence L`_au4 _Ql_2 I.5_' 'vCI_Nierrrinen.pdf Referenced Standard and Year (of Standard) standard Year ASTM D1970 2009 ASTM G155 2005 FRSA/TR1 April 2012 (04-12) 2012 TAS 103 1995 5/24/2016 9.58 NM arida Buildin- Cede Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved https:/iwww.flori dabuil ding.orgipr/pr_app_dd.aspx?param=wGEVX.-- Method 1 Option D 10/08/2035 10/19/2015 10/21/2015 12/15/2015 Summary of Products EL # Model, Number or Name Description 16048.1 TRT -BUILT Roof Underlaytnents Self -adhering, modified bitumen roof underlayments Limits of Use installation Instructions Approved for use in HVHZ: No FL16046 R3 I1 X015 10 F1NAL_ER TR-`:= Approved for use outside HVHZ: Yes I`u: LUNDERLAYM-ENTS FL.16048-11-3.pv` Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: +N/A/ -45 Created by independent Third Party: Yes Other: 1.] The design pressure noted herein pertains to use . Evaluation deports of foam -on the systems overtop the self -adhering F'_k6U4 R. 21€015_10 FTNA ER i l 7_ underlayment for one particular application. See ER Section F, ! =_T I Na "F;L1�YhiENTS_ L 5Cf49-R3,pdf 5.5 for details, 2.) Refer to ER Section 5 for other Limits of Created by independent Third Party: Yes Use. eedli 'heart 1 szMtad_W :: 3{tSLstC Mizst%Strret 7alahascee EL3J. 2 Phortx: 85:1-48'+-1 TRE State of Florida is an AA/EEO employer. �Psr.CAltt_2[tk3.-.2Qa:1..5iate.gS FlQtid.� :' ti g.�3taienaent :: n c sgplav S?lt1SffiCP�.:: ge 5taterare(ot Under Florida law, email addresses are puWp fa[otds. If you do not want your a -mal address released In response to a publk-records request, do not send elecc,"k mat to this entity. Instead, tanlacl the offlCe by plane or try tradlibnal mat ff you have any queOlons, please contact 850.487.1395. -pursuant to section 455,275(l), FbMa Statutes, eriacttve Clctober 1, 2012, kensees IItensad under Chapter 455, FS. most provide the 0epanMent with an emailaddress f they have one. The emals provided may he used for off lal mmmunlration with the leensee.. However email addresses are Dta t record. If you do not nlsh to supply a personal addms$, Wase provide the Depattment w lhan emal address W Wh tan be made avadable to the pubic. To determine 6 you are a licensee under Chapter 455, f.S., please rXk IherM. Pmducf App -1 Accepts: = O 2 of'2 5/24/2016 9:58 AM "TAINFT `��" i y N — EVALUATION REPORT Allied Building Products Corp. dha TRI -BUILT Roofing Products 90SO Louisiana Street Merrillville, IN 46410 SCOP€: EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Autharizotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203)262-4243 Evaluation Report A42960.10.12 -R3 FL16048-R3 Date of Issuance: 10125/2012 Revision 3: 10/08/2015 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 Cade and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5r1' Edition (2014) Florida Building Code sections netted herein. DESCRIPTION: TRI -BUILT Roof Underlayments LABELING. Laheling 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 I ER€7 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 IERD 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 5_ Prepared by: Robert J.M. Nieminen, P.E. Florida Registration Net, 59165, Florida DCA ANE1983 t - w ii7faesem9s 5`?aE dPPLU[:f:$ Wa53L'�hCrlZ�d r)y R6'tr.'rt NlhMlnen. cn lOJOd/�L35. ihls does not serve as an efeuraninlly s'gn_a CIOL—eni. Signed, sealed hartleaptes €,—been sn chi Product ApW-at Ad --Tat, and m the named d— CERTIFICATION OF INDEPENDENCE: 1. Trinity iERD 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 I €RD is not owned, operated or controlled by any company manufacturing or distributing products it evaivates. 3. Robert Nieminen, P.E. does not have nor wM acquire, a financial interest in any company manufacturing Or distributing products for which the r valuation 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 aroduct. S, This is a building code evaluation. Neither TrinitylERD 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. TRINFrY D ROOFING COMPONENT EVALUATION: I. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI -BUILT Roof Underlayments, as produced by TRI -BUILT, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS - Section Property Standard Year 1507.2.4, 1507.2.8, 1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1, 15073.3, 1507.7.3 Physical Properties 540540.11.13 11/19/2013 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI Aprif 2012 {04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: EntrtY Examination Reference Date ERD (TST6049 Physical Properties 540540.02.13-1 02/19/2013 ERD (TST604% Physical Properties 540540.11.13 11/19/2013 ER[) (TST6049) Physical Properties 540540.03.14 03/26/2614 ERD (IST6049) Physica# Properties 544870.04.14-2 04/02/2014 ERD (T5T6049) Physical Properties 544970.04.14-3 04/02/2014 ERD (TST60491 Physical Properties 544870.04.14-1 04/10/2014 ERD (T5T6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049) physical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties 543530.0514 05/28/2014 ERCT (TST6U49) Physical Properties 540540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/1-3/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ISL, LLC. (QUA9625) Quality Control Multiple -Listing 816814 09/04/2015 JL, LLC, (QUA9625) Quality Control Service Confirmation Exp. 10/16/2017 4. PRODUCT DESCRIPTION: 4.1 5elf-Adhering Underlayments: 4.1.1 Tri -built Sand -R 5A Shingle Underlayrnent is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayrnent, with a 36 -'inch sheet width. 4J1 2 Tri -Built SIA HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof undertayment 4.1.3 Tri -Built Smooth HT S/A Undertayment is a self -adhering, glass -mat reinforced, film -surfaced, SB5 modified bitumen roof underlayment. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD 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. 5.2 This Evaluation Report is not for use in the HVH2. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. t_uaivation Report MZ96D.34.12-R3 Cerdrfkate Of 4uthorkedon #9503 F1,16048 -R3 Revision 3: 10/08/2015 Page 2 of 5 5.4 TRI -BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed; a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TAaLE Z: ROOF COVER OPTIONS I Underlaymeat Asphalt Shingles _ Nail-OTile Foam -On f€le Meta€ Wood Shakes & Shingles Slate Tri -Built Sand -R SA Shingle I Underlayment No No No Yes Yes Tri -Built SIA HT TU Yes YL -5 `Underlayment Ye Yes see 5.5.1 Yes Yes Yes Tri -Built Smooth HT S/A Underlayment Yes No No Yes Yes Yes 5.5-1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long terra aging data from an accredited testing laboratory is provided. Tri -Built SIA HT TU Underlayment with 3M' 2 -Component Roof Tile Adhesive AH -160 (FL5332) or Clow TileSond' Roof Tile Adhesive (FL717) 5,6 Allowable substrates are noted below: S-6-1 Direct -Bond to Deck: Tri -Built Sand -13 SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to-, Plywood; ASTM D41 primed plywood; OSB, ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required aver plywood, 056 or Southern Yellow Pine substrates, TRI -BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours- Note: TRI -BUILT requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self - adhering underiayment. 5-6-2 Bond toAnsulation: Tri -Built S/A HT TU Underlayment applied to: r Fens 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 We systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayrnent system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. 5.63 Bored to Mechanically Attached BaseLaver_ ASTM D226, Type I or II felt - For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. Fpr installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12). Exterior Research and Design, LLC. Eva#uatkm Repeat A32960.10,12 -R3 Certffw are 01 Auihariausrnn 695133 FL1 WAS -R3 Revision 3: 10 08/2015 Page 2 of 5 TRINITY ERD 5.6.4 Wind Resistance far Underla men( S stems in Foam -On Tile A lications: FRSA/TRI April 2412 (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 direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on file 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 I margin of safety per FBC 3504..9 has already been applied). Refer to F8C 1609 for determination of design wind pressures - 5.6.4.1 P1laximum Desi n Pressure = 45.0 sf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AH3. Primer: (Optional) ASTM D41 Underlayment: Tri -Built 5/A HT TU Underlayment, self -adhered. 5.7 €xgosure Limitations: 5.7.1 Tri -Built Sand -R SA Shingle Underlayment or Tri -Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30 -days after installation 5.7.2 Tri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation. 6- INSTALLATION', 6.1 TM -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT 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 arty dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri -built Sand -R SA Shin le Underlayment, Tri -Built SLA HT Til Underlayment or Tri -Built Smooth HT 5 A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1567 for the type of prepared roof covering to be installed. 6.3.2 Nt1n-Tiie applications: While priming is optional, TRI -BUILT recommends priming the deck 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, Allied Building Products Corp 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 Tri -Built S/A HTTU Underlavment 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, Tite shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Uteraar R@searcfi and Design, LLC, Evaluation Eeport A42960.I0.12-R3 CertOwte ref Autharizedon #9503 FL15048-113 Revision 3:110/08/2015 Page 4 of 5 7. BUILDING PERMIT REQUIREMENTS: As required by the Building official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8• MANUFACTURING PLANTS; Contact the notes! QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 9. QUAUTY ASSURANCE ENTITY; UL, LLC — QUA9625; (314) 57$-3406; k.chancellor@us.ul.com - ENL/ OF EVALUATION REPORT - Exterlar Research and Design, LLC. Cerfifka[e of Aurhnrizofian tl99D3 Evaluation Report 447,960.10.12-1113 FLI6048-R3 Revision 3: 10/08/2()25 Rage 5 of $ Comments Archived Product Manufacturer TAMK4 Building Products, Inc. Address/Phone/Email PCD Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kern eder, 5tamko.com Authorized Signature Kerri Eden kerri_eden@tam ko,tom Technical Representative Address/Phone/Email Quality Assurance Representative Add ress/Phone/Erna i l Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida ProfessionaC Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Predurt �.f�e1`.":` ... �.�1:>I n�f .�;er h > I'fsi•-5 :i i.._'.' > gppiie3Tiort Q�kail Fiorida License PE -74021 Quality Assurance Entity FL # FL 18355 RZ 01107/2019 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMK4 Building Products, Inc. Address/Phone/Email PCD Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kern eder, 5tamko.com Authorized Signature Kerri Eden kerri_eden@tam ko,tom Technical Representative Address/Phone/Email Quality Assurance Representative Add ress/Phone/Erna i l Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida ProfessionaC Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Fiorida License PE -74021 Quality Assurance Entity UL LLC 4uaiity Assurance Contract Expiration Date 01107/2019 Validated By Locke Bowden . Validation Checklist - Hardcopy Received Certlflcate of Independence + _: ` 5 ., i_— ': 6P1 U - --C '014 Pro�sg�valuatice e c Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3452 ASTMD D 7158 TAS 100 Equivalence of Product Standards Certified Sv Sections from the Code Year 2009 2009 2008 1995 Product Approval Method Method I Option D Date Suhmitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02110/2015 Date Revised 0-5/09/2017 Summary of Products t9ach Mex, Contact Us :: 26CI Blair Stone Road. Tallahassee FL 32392 Phvne; 850-487-1824 The State of Florida 15 an AAJEEO employer. copyright 2067-2013 State of Florida.:; Privacy Statement :: Aecess;bidity Scarement : - Pefund Statement Under Florida 1,-, email addresses are public rerards. if you do not waor your a -mall address released in resPOmO to a pubiit-records request, do not send ehicrmr is mail to Ws endC{. Instead, conract the rill to ny phone or by traditional mail. If you have any questions, please contact 850.487.1795. •Plmsuant to Section 455.275 Ij, Florida Statutes, effective October t, 2012, licensees licensed under chapter 455, F.S. must provide the Deparment with em email address if they have ane- The emaiis PrCvl[led 'nay tm used for o05cial communication with the licensee. Flcwever email addresses are public record. if you do not wish to supply a Personae address, please pmvlde the Department with an email address -ehich can be made az^adaole to Che public. To determine ifyou are a h0ensee under Chapter 455, F.S., please click here - Pruduct Apprnva]]A�A—Flt.: Credit Card Safe €L r Model, dumber or Name description 18355.1 Glass -Sea$, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Her -stage Woodgate, Heritage Vintager Hip and Ridge, and Vintage: Hip and fudge Shingles Limits of Use Installation Instructions I Approved for use Fn HVHZ: Ys Li r r.:D, r ,;5 r Approvedfor use outside HVHZ_ Yes __, til s „i 'c f -- Impact Resistant: 111/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 H Created by Independent Third Party: Yes t9ach Mex, Contact Us :: 26CI Blair Stone Road. Tallahassee FL 32392 Phvne; 850-487-1824 The State of Florida 15 an AAJEEO employer. copyright 2067-2013 State of Florida.:; Privacy Statement :: Aecess;bidity Scarement : - Pefund Statement Under Florida 1,-, email addresses are public rerards. if you do not waor your a -mall address released in resPOmO to a pubiit-records request, do not send ehicrmr is mail to Ws endC{. Instead, conract the rill to ny phone or by traditional mail. If you have any questions, please contact 850.487.1795. •Plmsuant to Section 455.275 Ij, Florida Statutes, effective October t, 2012, licensees licensed under chapter 455, F.S. must provide the Deparment with em email address if they have ane- The emaiis PrCvl[led 'nay tm used for o05cial communication with the licensee. Flcwever email addresses are public record. if you do not wish to supply a Personae address, please pmvlde the Department with an email address -ehich can be made az^adaole to Che public. To determine ifyou are a h0ensee under Chapter 455, F.S., please click here - Pruduct Apprnva]]A�A—Flt.: Credit Card Safe Certificate of Authorization No. 29824 76PI5001.2 FL18355-R2 Page I 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 changeq- or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, instalSation, recommended use, or other product attributes that are not specifically addressed herein- 17520 Edinburgh Dr Tampa, Ft. 33647 i'E-CH,NHCAL j1cj:'s, LLC (813) 480-3421 EVALUATION REPORT FLOMDA BUILDING CODE! " EDITION (2014) Manufacturer: TAIVIKO BUILDING PRODUCTS Issued December 14, 2015 220 West 4t' Street Japlin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO PhiHipsiburc, KS �MD Frederick, 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 Rain REFERENCES Entity Report No. Standard Year PRI Construction Materiais Technologies (TST5878) TAP -043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -0511-02-01 TAS 100 1995 PRI Constructlan 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 Consfaiction Materials Technologies (TST5878) TAP -307-02-01 TAS 100 1995 PRI` Construciion 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 2009 01- LLC (TST9628) 04NK24366 ASTM D 3462 2009 UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d UL LLC 06NIQ3898 ASTM 0 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) IINK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 12CA24551 ASTM D 3161 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 2008i'2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2009' UL LLC (TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 76PI5001.2 FL18355-R2 Page I 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 changeq- or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, instalSation, recommended use, or other product attributes that are not specifically addressed herein- khH, TAMKO BUILDING PRODUCTS "REEKAsphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seat@ 12-1{4" x 36", ASTM D 3161, Class F and ASTM D 7158, Glass 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 12-1f4" 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 -Seat 12-114" 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 tD 3462- Shingles shall be used in the non-HVHZ onl . Heritage@ 13-1t4" x 39-3t8", 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 13-114" x 39-318", 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(R Premium 12" x 36", ASTM D 3161, Glass 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(D 17-112" 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. HeritageSWoodgate 13-914" x 39-318" ASTM D 3161, Class F and ASTM D 7158, Glass H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-318", 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 12-1f4" x 12", ASTM D 316', Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage®R 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. TBF'15001.2 FL15355-R2 Page 2 of t 1 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. 2 �CREEK TECHNICAL SERVICES, LLC INSTALLATION TAMKO BUILDING PRODUCTS Asphalt Shingles Elite Glass -Seal@ Basic Wind Speed (V.1[): Max. 194 mph (Frederick, Joplin & Basic Wind Speed (Va,d): Max. 1517 mph Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed rain. 19132 in, plywood or wood plank for Glass -Seal neve construction; Min. 15132 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 neve construction; Min. 7115 in. OS8 existing construction. Underlayment: In accordance with FBG 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 5-118 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shak be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 -118 -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 � Nailing-. ........ ....._..._._._.. �.. ._...... ��� 6-7" ........:...._...---------- 4 ...i ...11 ----------------- T 1 l � 5-1f$„ Nailing Area TBP15001.2 ti M F*a Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAILS Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern FLt&355-R2 �-` /811 5-1181, Page 3 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, instaiiation, recommended use, or other product attributes that ate not specifically addressed herein. I � ti:CREEK TAMKO WLDrNG PRODUCTS Asphalt Shingles A Heritage@ Basic Wind Speed (Vjj): Max. 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed (VIsd): Max. 150 mph Phillipsburg & Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19132 in. plywood or wood plank for Heritage@ Premium new construction; Min. 15132 in. plywood existing (Dallas. Frederick construction. Phillipsburg 8. Tuscaloosa) Heck (Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15132 In. plywood or wood plank for Heritage@ Woodgate neer 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 5-5r'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 (Noxi-HVHZ): Installed with 5-518 in_ exposure in accordance with FBC requirements and manufacturers published installation instructions. Sh"ngles shall be attached using either 'A Nail Pattern" or '6 Nail Pattern., detailed below. 6-1181' FASTENERS NAIL ZONE COMMON rP BOND EXPOSU RE 5-518" 11�-- 12 -11211 --*, 12-3/811 - +- 12-112' �-1,1 Figure 3. Heritage&, Heritages Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) NAIL ZONE COMMON BOND EXPOSURE 5-518" Figure 4. Heritage ®R & Heritage@ Premium 6 Nail Pattern TBP 35001.2 FL18355-R2 Page q. cf 11 This evaluation report is provided for State of Florida product approval under Rule fi 1 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or duality assurance changes throughout the duration for which this repor'i 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 BUiLD1NG PRODUCTS Asphalt Shingles TECH TICAL t~.F�'c ICES. LLQ NAIL ZONIV STENERS-7 COFu1NION BOND l 6�i18" EXPOSURE a 518" 12-44 i'7-1f;?+7-1/2'+-7-3/8+7-1/2+7-1/24� I Figure 5, Heritage® Woodgate 6 Nail Pattern PAINT LINE. 7-718" Q Common Bond A 7 W _ T ._ -- - -.— 39-3r8" — —_ 33 Figure 6. Heritage@, HeritageO Premium, & Heritage@) Woodgate Alternate 6 !Vail Pattern ACCEPTABLE FASTENER LOCATION 00 NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTE NE R LOCATION EXPOSURE 5-518" L ZONE OF ION Figure 7. Heritage@) (Tuscaloosa) Expanded flail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001,2 FL18355-P2 Page 5 of ? 1 This evaluation report is provided for State of Florida product approval under Rule 61620-3. 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 TECHNICAL. SERVICES, LLC Heritage@ Premium Basic Wind Speed (V,;,;): (Frederick) Basic Wind Speed (Va,,): Deck (HVHZ): Beck ([Von-HVHZ): Underlayrnent: Min, slope: Installation (HVHZ): Installation (Non-HVHZ): 511211 FASTFNF TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 104 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or woad plank for new construction', Min. 15132 in. plywood existing construction. In accordance with FSC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. in accordance with FBC requirements. 2:12 and in accordance with FCC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12.. Installed with 5 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Mail Pattern' detailed below_ Installed with 5 in. exposure in accordance with I=BC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 (Vail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE! COMMON BOND E 5" 121F Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAILZONE- FASTENERS COMMON BOND 51%211 FP SURE 5" Figure 9. HeritageD Premium (Frederick) 6 flail Pattern Ti3P15001.2 FL18355-R2 Paoe 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 for vmlch 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. o- Y 1 r— �> i lar4 smirk' e �:4 c LLC Heritage@ Woodgate Basic Wind Speed (V i): (Fredericks) Basic Wind Speed (Vasd). [deck (Non-HVHZ): Undedayment: Min. slope: Installation (Rion-HVHZ): FASTENERS IL TAMKO BUILDING PRODUCTS Asphalt. Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed rain. 15,132 in. plywood or wood plank for new construction; Min. 7116 in, OSB existing construction. In accordance with FBC requ'irernents. 2:12 and in accordance with FBC requirements, Refer to the manufacturer`s application instructions when installing shingles at dopes greater than 21:12. 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. F-- T EXPOSURE Y 1i"4 1 ]1"s 12-31$'® Il" —� �—I" Figure 10. Heritage®® Woodgate (Fredericks) 4 Nail Pattern (non-HVHZ only) AIL ZONE! OMMON BOND NAIL ZONE' COFMAON BOND �p FASTENERS i EXPOSURE 5' v—� � 9-112" 3' g -3,u'„ 3 a. „ -� 1"111-1" Figure 11. Heritage@ Woodgate (Frederick) 6 Nail Pattern TBP 150G1.2 FL13355-R2 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is vefid. This evaluation report does not express nor imply ,warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r "Xr TECHNICAL SERVICES,, 5—LC Heritage® Vintage@ Basic Wind Speed (Vui): (Phillipsburg) Basic Wind Speed (V11d): Deck (HVHZ); Deck (Non-HVHZ) Underlayrnent: Min. slope: Installation (Hk/HZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBG requirements; Solidly sheathed rein. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FSC requirements; Solidly sheathed mire. 15132 in, plywood or wood plank for new construction: Min. 3116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12, 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. Installed with 5 in- exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattem" or "6 hail Pattern" detailed below. Y r w na,nra 4 TP Fay'=na: Figure 12. Heritage@ VintageO 5 Nail Pattern (non-HVHZ only) ff` Faa eR I � � 9 E I 7 -IM - �+.+r—r, 1r• r3ra--.±.—err —.i�vs 'mn. Figure 13. Heritage@ Vintage's S Nail Pattern 17 V2" arc NoWk IMM i T8P15001,2 FL18355-132 Page B of 11 This evaluation report is provided rnr Stale 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 evacuation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK T.EcHNICALSERVicEs. LLC TAMKO BUILDING PRODUCTS Asphalt Shingles Hip & Ridge Basic Wind Speed (V,Ar): Max_ 194 mph (Frederick & Joplin) Basic Mind Speed (V d): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in_ plywood or wood plank for new construction; Min. 95132 in. plywood existing constriction, Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed ruin. 15132 in. plywood or wood plank for new construction; Min. 7115 in, 0S6 existing construction. tUnderlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-11$ 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 5-1i8" exposure tlere� -; Figure 1 Fastener .YR• exposureStart Figure 2 \ I , 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. EK Vintage@ Nip & Ridge Basic Wind Speed (V,,;,): (Phillipsburg) Basic Wired Speed (Vp,,j): Deck (HVHZ): Deck (Non-HVi iZ): Underlayment: Min. slope: Installation: TAMKO BUILD#NG PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; fain 15/32 in. plywood existing construction. In accordance with FBC requirements: Solidly sheathed rain. 15/32 in. plywood or wood plank for new construction; Min, 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. installed with 5 inch exposure in accordance with the FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind a - ure Figure ' `Fastener Figure 2 • YID Start here 5" exposurz- :s '� :' �`•`I F Sfenel' r -5-1/211 1143) 1!4" Figure 3 Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.2 FL18355-R2 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Mule 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 impfy warranty; installation, recommended use, or other product attributes that are not specifically addressed herein_ CREEK ,.. TECHNICAL SERVICES. LLC LIMITATIONS TAIViKO BUILDING PRODUCTS Asphalt Shingles 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shail 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 shalt be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure S & 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 taps 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) Ali products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, F.E. have demonstrated compliance with the Florida Building Code 5r" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. * �P \GENS No 74021 ~^ 0 STATE OF •tG 4f ir�CE`•'�� OR 5`4 \ % CERTIFICATION OF INDEPENDENCE j9z 2015.12.14 13:44:19 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization tato. ANE9641 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.i_. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this eva3ualion. 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 TSPI5001.2 FLt8355-R2 Page 11 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. odda Building `„ode Online hitps://www.floridabuilding.orgipr/pr_app_dg.asp> "'{]aram�uCrEVY... .m Comments Archived Product Manufacturer TRI -BUILT Roofing Products Addressfl'hone/Ema4 0,050 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david,r-tjiz@tribuiltm,Bteriaisgroup.com Authorized Signature David Ruiz david. ruizC&tritf ui I trna teri a Isg rou p. corn Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NI 07073 (201) 842-2449 david-r-ulz@tribuiitrnateCialsgroup.com Quality Assurance Representative Address/Phone/Emait Category Roofing Subcategory Underla yments Compliance Method Evaluation Report from a Florida Registered Architect nr a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nierninen the Evaluation Report Florida License PE -59156 Quality Assurance Entity fit, IF.. Quality Assurance Contralrt Expiration: Gate 10/16/2017 Validated By John W. Knew-vich, PE BCIS lir, me Log In User Registration Hot Tciplts Subm[SurcFierge $YOis & F2[[5 Pui>itratbos FOC Stall BCPs Slfe Map links Scarth Business rofessionaiFUurval i . "'ial[+RIQ Fmdu_t Appicvai,41_ iw > Pmc[eci., _f.1 i1.5..atian_Sev_ Kh A{;p,ka,}IAxi -Iq > APPilimtion detail FL fi - FL16048-R3 Application Type Revision Code Version 2014 Applicatlorl Status Approved Comments Archived Product Manufacturer TRI -BUILT Roofing Products Addressfl'hone/Ema4 0,050 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david,r-tjiz@tribuiltm,Bteriaisgroup.com Authorized Signature David Ruiz david. ruizC&tritf ui I trna teri a Isg rou p. corn Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NI 07073 (201) 842-2449 david-r-ulz@tribuiitrnateCialsgroup.com Quality Assurance Representative Address/Phone/Emait Category Roofing Subcategory Underla yments Compliance Method Evaluation Report from a Florida Registered Architect nr a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nierninen the Evaluation Report Florida License PE -59156 Quality Assurance Entity UL LLC Quality Assurance Contralrt Expiration: Gate 10/16/2017 Validated By John W. Knew-vich, PE Validation Checklist - Hardcopy Received Certif=icate of Independence Referenced Standard and Year (of Standard) I ('if 2 FL14J48 �� CSI ��lv_�;:_4C71 �liemilten.p_df Standard ASTM D1970 ASTM G155 FRSA%TRI April 2012 (04-12) TA5 103 year 2009 2005 2012 1995 5/24/2016 9:58 ALM .ofida Building Code Online Equivalence of Product Standards Certified By Sections from the Code https://wwva.iloridabuiiding.orgipr/pi _app_dti.aspx?paramm=wCiF-ifX... Product Approval Method Method 1 Option D Date Submitted 1 0108/2 01 5 Date Validated 10/1912015 Date Pending i 8C. Approval 10/21/2015 Date Approved 12/15/2015 Summary of Products FL # Model, Number or Name description 16048.1 TRI -BUILT Roof Underlayrnents 5eif-adhering, modified bitumen roof uaderlayments Limits of Use Installation instructions Approved for use in HVHZf No FL -16,48 R3 1I_2015 10 FlivAL ER %RI; Approved for use outside HVHZ: Yes BU',7_i1NDERt-AYMi-N-r FL -1 -6048 -R:3 -P t Impact Resistant. N/A Verified By: Robert Nieminen PE -54166 Design Pressure: ?-N/A/-45 Created by Independent Third Party: Yes Other. 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on tile systems overtop the self -adhering FL16048_R,3_AE 2015 it FfNAL�P.-TRi- underlayment for one particular application. See ER Section B JI'_`_U4FC.ERi FsXFnENTS_ L_5+fi- Cf:r 5.6 For details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party; Yes Use. �cic i `rrc,�t CDowc._Us :: 194.0.jtSztt, S2erlroe Street l"aitahascee FL 32349 Phune: 859-487-182A The Stale of F»riga Is an AAIE[i'3 emptoyefO,pyt.Hlti.tt67-2piSt$e flS Fbr�1a.:: 'F1Kd4Y3izSIIepS :: L�GCA�}Sy.-S1s� mti :: N,gL._stalercrst Under Florida law, emal addresses are public records. It you do not want your a -mag address released in response to a public -records regves£, do not send electronic mat to this entity. Instead, contact the alfice by phone or by traditional mai 6 you have any questions, pleas¢ contact 550.487.1395, 'Pursuant to Sedion 455.275(1), F4riia Statutes, effective QLtoher 1, 2912, irenseas licensed under Chapter 455, F.S. must provide the department with an emat address t they have one. The emacs provided may he used for official communication with the Warman. However ema: addresses are public record. If you do not w'sh to supply a Personal address, please provide the DepaitmenT with an emal address which Can he made avalicde to the pubic. To determine r you are a licensee under Chapter 455, F.5., pSease ckk rieg. product ,�iA. ppraua8 Accepts: Lit'-" a -r4 r 2 of 2 5/24/20 16 4:58 AIM EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 752-92.45 FAX: (203) 262-9243 Allied ua rag Products Corp. Evaluation Report A42960.10.12 -R3 dba TRI -BUILT Roofing Products FL16048-R3 9050 Louisiana Street Date of Issuance: 10125/2012 Merrillville, IN 45410 Revision 3: 10/08/2015 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 Rorida. 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 5`I` Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI -BUILT Roof Undaarlayments LABIFUNG: 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 Hobert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERF] 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 wards "Trinity] ER€7 Evaluated" may be displayed m 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 5_ Prepared by: Robert.l.M. Nleminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 xUst,nrrrta_. Si+7 SRa'n! 'rES Y 5�4 r-<7 Tho (40mhie seal apptarng was audTnriaed by Roatn Niernintr. 11 s ,,, .:s ` P.E. on SDiD3I2Dl S. leis does not serge assn eseetroaxai�y etgne9 decameni. Signed, sealed hardcovles h.ue been varumitted To The Pr Aunt Approtiai Admnistrarnr and to the named their CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a iinandai interest in any company manufacturing or distributing products it evaluates. 2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nierninen, P.E. does not have nor vviil acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nierninen„ 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 Mode evaluation. Neither TrinitylERD 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 reta`sred specifically for that purpose. TRINITYERD ROOFING COMPONENT EVALUATION: I. SCOPE: Product Categtlry: Roofing Sub -Category: Underlayrnent Compliance Statement: TRI -BUILT Roof Underlayments, as produced by TRI -BUILT, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, 1507.2-5, 1507.2,9.2, Physical ProMi-ties ASTM D1970 2009 1507.4.5.1, 1507.5.3, 1507.7-3 1504-E Accelerated Weathering AS7M 0155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 1523.5.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Ers_titY Examination Reference hate ERD (i-57fi049) Physical Properties 540540.02.13-1 02/1912013 ERD (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03-14 03/26/2014 ERD (TST6049) Physical Properties 544$70.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 44/02/2014 ERD (TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD (TST6049) Physicai Properties S44B70.04.14-4 04/10/2414 ERD (TST6049) Physical Properties 543530.02.14 -1 -RS 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05/2812014 ERD (TST6049) Physical Properties 540540.10.14 10/31/2014 ERD (T5T6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05127/2{315 'JL, LLC. (QUA9625) Quality Control Multiple -Listing 816814 09/04/2015 UL, LLC. (QUA9625) Quafity Control Service Confirmation Exp. 10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlaaments: 4.1.? Tri -Built Sand -R SA Shingle Undedayment is a self -adhering, glass -mat reinforced, sand -surfaced, 5B5 modified bitumen roof underlayment, with a 36 -inch sheet width. 4-1.2 Tri -Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri -Built Smooth HT 5/A Underlayment is a self -adhering, ,glass -mat reinforced, film -surfaced, 585 modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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, 5.2 This Evaluation Report is not for use in the HVH2. S-3 Fire Classification} is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report A42960.10.12 -R3 CertfNcare of Autharfrarian #4503 €L1S048-R3 Revision 3: 1010812015 Page 2 of 5 TFUNTY ER 5.4 TRI -BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed; a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: RooF COVER OPTIONS • Underlayrnent Asphalt Nall -On Tile Foam -fan Tile Metal Wand Shakes Shingles _ & Shingles `date Fri -Built Sand -R SA Shingle i --- UndedaymentYes No No No Yes Yes Tr! -Built S/A HT TU Yes Underlayment Yes Yes �See 5.5.1 Yes Yes Yes Tri -Built Smooth HT 5/A ' Underiaymen[Yes No Nb Yes Yes Yes 5.5.3 "Foam -On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. i Tri -Built 5/A HT TU Underiayment with 3M,., 2 -Component Roof Tile Adhesive AH -160 (FL6332) or Dow TileBond— Roof Tile Adhesive (FL7171 5.6 Allowable substrates are noted below: 5-5-1 Direct -Bond to Deck: Tri -Built Sand -R SA Shingle Underlayrnent, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT SIA Underlavrnent applied to7 Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI -GUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI -BUILT requires tongue -and -groove board decking be covered with plywood or 458 prior to installation of the self - adhering underlayment. 5.6.2 Band-€o-trisulatiun: Tri -Built S/A HT TU Underfayment 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, 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 or TAS 114, Appendix J. 5.6.3 Hand to Mechanically Attached Base Laver: ASTM D226, Type I or If felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on the systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2013 (04-12). Exterior Research and Design, I.I.C. Evaluation Report A42960.10.i2-R3 Cert3fkuie of �UPhariz¢tion k9St33 FL16048-R3 Revision 3: 1010812015 Page a of 5 6. 5.6.4 Wind Resistance for Underly went 5 stems inFoaM Tile A lications: FRSA/TRI April 2412 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -ora the systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSAI-Ml April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance Lased On allowable wind bads, and reflects the ultimate passing pressure divided by 2 (the 2 to I margin of safety per FSC 1.504.9 has already been applied). Refer to FBC 16e9 for determination of design wind pressures. 5.6.4.1 Maximum Dest U Pressure - WgS.e a7sf. Deck: Min- 15/32 -inch plywoc+d to meet project requirements to satisfaction of AHi. Primer: (Optional) ASTM D4.1 Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. 5.7 Fx ©sure Limitations: 5-7.1 Tri -Built Sand -R 5A Shingle Underlayment or Tri -Built Smooth HT S/A Underlayment shall not be left exposed For longer than 30 -days after installation 5.7.2 Tri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation. INSTALLATION: 6-1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT 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 (if applicable). 6.3 UnderlaXTri-f3ua Sand-Rment: wSA Shin le llnderla rnent Tr€ Built &(A HT TU Underly ent or Tri -guilt Smooth HTS A 6.3-1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-T€le a lications: While priming is optional, TRI -BUILT recommends priming the deck 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 insta#ling at slopes above 8:12, Allied Building Products Corp recommends back -nailing in the overlap area at the top of the sheet at 1.2 -inch o.c. For Valleys and Ridges: Gut 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 AP.Pficatinns Tri -Built S/A HT TU Underlayment onl : Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table I herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Exterior Research and Ge5l9n, LLC. CertfffWte of Aufhorizotina #9503 Evaluation Report A42960.10,12 -R3 FU6048-R3 Revision 3: 10108/2015 Page 4of5 4 . BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Flawing Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 9. (QUALITY ASSu€tANcE ENTITY: UL, LLC —QUA96.25; (31.4) 578-3406; kxhancellorpus.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certifkafe of Authorizarron tl95p3 Evaluation RBPort AQ960.10.12-113 FL16048-R3 Revision 3: 10108/7015 Page 5 of 5