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HomeMy WebLinkAbout52 SAN LUIS OBISPO- SHINGLEJOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT – SAINT LUCIE COUNTY FILE # 4357318 OR BOOK 4050 PAGE 288, Recorded 10/08/2017 02:28:27 PM NOTICE OF COMMENCEMENT Permit No. Tax FoliD No. 1 �" 1 _ I CYJt7 5 State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida 5tatutes, the following Information is provided In this Notice of Commencement Legal Description of Property and street add, ss If available)- �nttih 0.YQT n Clw� /%Ilii,N�1M�� Generdt description of impravement: REROOF Owner information qr lessee rfamtion if the Lessee curttracted for the Improvement: Name 0 vyv LL ' Address .: c C-i.u`S i eTtc- t Interest in property_ OWNER Name and address of fee simple tnleholder (if different from Owner listed above): Contractors Name: Troasure Coast Roofing Contractor Address: 1916 SW BILTMORE P8L,FL 34954 Phone Number: 772-370-9770 Surety (If applicable, a copy of the payment band is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13{i) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates Lienors Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by ewner: to receive a copy of the Expiration date of notice of commencement: (the explratlon date may not be before the completion of construction and final payment to the contractor, but will be Is ear from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THEN DTICE OF COMMENCEMENT ARE CONSI DEREO IMPROPER PAYMENTS UNDER CHAPTER 713, PART[, SECTION 713,13, FLORIDA Si ATIIPES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN HNANCiNG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE, OP COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. o�SI BRCrIJ,i,.rrfifi {Signature. of Owner or Lessee, orOwner's orLessee's AutherizedOfficer/Director/Panner/Manager ` `t'_ )aSSIQrfko,•, acknowledged before me this— OLdayof_C,�— , 2D_O, as , ljcQ c' Type of authority (e.g. officer, trustee) (Slgnatuy of Notafry Public - State of Fieri da) (Print, Type, or Stamp Commissioned Name of Notary P ub[ic) Type of Identification produced STATE OF FLORIDA ST. LUCIE COUNTY - THIS IS TO CERTIFY THAT THIS ISA n o TRITE AND CORRECT COPY OF THE ORIGINAL . JOSEPH E CLERK - By:clerk ' Dopufy Dater r ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 212116 Permit Number: J • Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x PERMIT APPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: 52 SAN LUIS OBISPO Legal Description: SPANISH LAKES COUNTRY CLUB Property Tax 1D#: 1301-111-0001-000-5 Site Plan Name: Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Lot No. Block No. TEAR OFF EXISTING ROOF INSTALL PEEL N STICK UNDERLAYMENT AND TAMKO SHINGLES, ROOF IS 3112 PITCH iomonai work to ne errormeci HVAC Gas Tank unser this permit—cnecK all FIGas Piping mat apply: Shutters Windows/Doors _ City: FORT PIERCE: State: FL Zip Code: 34951 Fax: NIA Phone No. 585-703-5957 Address: 1816 SW BILTMORE _ E -Mail: NIA Electric Plumbing 11 Sprinklers Generator Roof Total Sq. Ft of Construction: 1600 Cost of Construction: $ 5700.00 5 Ft. of First Floor: _ Utilities: �'Sewer USeptic Building Height: 1 OWNERAESSEE: CONTRACTOR: Name DAVID PALUMBO Name: 'BRIAN J MALONEY Address: 52 SAN LUIS OBISPO Company: TREASURE COAST ROOFING City: FORT PIERCE: State: FL Zip Code: 34951 Fax: NIA Phone No. 585-703-5957 Address: 1816 SW BILTMORE City: PORT ST LUCIE State: FL Zip Code: 34984 Fax: 772-343-8358 Phone No. 772-370-9770 E -Mail: NIA Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E -Mail: TCROOFINGLLC@GMAIL.COM State or County License: CCC1330653 it value or construction is SZ5UU or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable Name: MORTGAGE COMPANY: _ Not Applicable Name: Address: Address: City: State: Zip: Phone: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable Name: BONDING COMPANY: _Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before w111111r1tL111V_ WU1K V1 rtr_uruirii: vuur ivuiic:e w k-ornrnencement. Z3_� -1/1 1/ - � s _ Signature of Own r es e/ ent Signature of Confira--c-forAdanse tSdol STATE OF FLORIDA/ STATE OF FLORIDA COUNTY OF�r} �t,�c;� COUNTY OF 1� �- G��' The forgoing instrum t as acknowledged before me this 6 day of , 20 I ~I by (Name of person ac} n Ie ng ) (Signature 'Ndtar blit- State of Florida ) Personally KnownOR Produced Identification Type of Identificatio Produced Commission No.5e�1 �2, 217 9 Z T The forgoing instrument was acknowledged before me this (p day of ,20 17 by Personally Known `(., OR Produced Identification Type of Identification Produced Commission No.Sak) Revised 07/15/2014 AFF a, 2?3 e d 4FF ,z2434 m J` REVIEWS FRONT ZONING -SUPERVISOR PLANS VEGETATION SEA TURTLE' .. MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Business & Professional Regulation I MWAMMMM 8CTS Home lug fn User Registration Hot Topics Submit Surcharge Stals & Facts Publications F8C Staff BOYS Site Map Linke Search b d Product Approval Pr USER: Public user Pmdort App—1 Menu > Product ar AvRlitaiiun Search > Aopiicatipn Liss > Application Detail FL # FL18355-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_edenC tamko.com Authorized Signature Kerri Eden kerri_eden@tam ko.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report 2009 Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden ' Validation Checklist - Hardcopy Received Certificate of Independence FL183S5 R2 COI TBPi5001.2 FBC 2014 Product Fvaivation Re[)n Shinales.0df Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 22/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Date Revised 05/09/2017 Contact Us :: 2601 Blair Stone Road Tallahassee FR 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2047-2013 State of Florida :: Privacy Statement :: Accessibili Statement :: Refund statement Under Piorida law, email addresses are putilic rerards. If you do not want your e-mail address released in response to a public -records request, CID not send electronic mal to this entity. Instead, contact the office by phone or by traditional mail. If you Rave any questions, please chl 950.487.1345. *Pursuant to Section 455.275 (1), FWide Statutes, efrecdve 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 acid—, please provide the Department with an email address which can be made available to the public. To determine if vuu are a licensee under Chapter 455, F.S., piaase click Rete . product Approval Accepts; ecrr_i M Credit Card Safe FL # Model, Number or Name Description 18355.1 Glass Seal, Elite Class -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 FL183S5 R2 11 TBP15001.2 F8C 201a Produc" Evaluation Approved for use outside HVHZ: Yes ReoaE[ Shins odf Impact Resistant: N/A Verified By. Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL18355 R2 AE TBP15001.2 FBC 2014 Product Evaluation R,e lort Shingles-odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FR 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2047-2013 State of Florida :: Privacy Statement :: Accessibili Statement :: Refund statement Under Piorida law, email addresses are putilic rerards. If you do not want your e-mail address released in response to a public -records request, CID not send electronic mal to this entity. Instead, contact the office by phone or by traditional mail. If you Rave any questions, please chl 950.487.1345. *Pursuant to Section 455.275 (1), FWide Statutes, efrecdve 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 acid—, please provide the Department with an email address which can be made available to the public. To determine if vuu are a licensee under Chapter 455, F.S., piaase click Rete . product Approval Accepts; ecrr_i M Credit Card Safe CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS Standard 220 West 4' Street PRI Construction Materials Technologies (TST5878) Joplin, MO 64801 TAS 100 TAS 100 (417)624-6644 Manufacturing Plants: Joplin, MO TAS 100 Phillipsburg, KS PRI Construction Materials Technologies (TST5878) Frederick, MD TAS 100 Dallas, TX PRI Construction Materials Technologies (TST5878) Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE TAP -130-02-01 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE 5Ta EDITION (2014) 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 Issued December 14, 2015 Entity PRI Construction Materials Technologies (TST5878) Report No, TAP -043-02-01 Standard Year PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 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) PRI Construction Materials Technologies (TST5878) TAP -315-02-01 TAP ASTM D 6381 2008(2013)e1 UL LLC (TST9628) -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 04NK243B6 ASTM D 3161 2009 UL LLC (TST9628) 05NK28006 ASTM D 3462 ASTM D 6381 2009 2008(2013)e1 UL 2390 UL LLC 628 TST9 ( ) 06NK03898 ASTM D 7158 ASTM D 3161 2008d 2009 UL LLC (TST9628) 08CA59132 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (TST9628) 09NK07896 ASTM D 3161 2009 UL LLC 628 (TST9628) ) 10CA50498 ASTM D 3462 ASTM{ D 3462 2009 2009 UL LLC (TST9628) UL LLC (TST9628) 10CA64882 ASTM D 3161 2009 11NK14014 ASTM D 3161 2009 UL LLC (TST9628) R ) 12CA24551 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (TST9628) UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2009 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61520-3. 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. CREEKTAMKO BUILDING PRODUCTS TECHNICAL SERVICES. LLC Asphalt Shingles PRODUCT DESCRIPTION Elite Glass-5eaW 12-1/4" x 36", ASTM ID 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 (Frederick & Tuscaloosa) Glass -Seal (Joplin) Heritage@ (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage@ Premium (Dallas, Frederick, Phillipsburg & Tuscaloosa) Heritage@ Premium (Frederick) Heritage@ Vintage@ (Phillipsburg) Heritage@ Woodgate (Dallas & Frederick) Heritage@ Woodgate (Frederick) Hip and Ridge Shingles (Frederick $, Joplin) Vintage@ Hip and Ridge (Phillipsburg) 12-1/4" x 36".. ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462, 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass 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. 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only, 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12° x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. TSP15001.2 FL18355-R2 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. rK TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Seat® Basic Wind Speed (V„r,): (Frederick, Joplin & Basic Wind Speed (Vasd): Tuscaloosa) Deck (HVHZ): Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) 'Deck (Non-HVHZ): Underiayment: Min. slope: Installation (HVHZ): installation (Non-HVHZ): Nailing Area Nailing Area TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. 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. 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 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. 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. Butt Edge Figure 1. Elite Glass -Seal & GlassSeei 4 Nail Pattern (Non-HVHZ only) NAILS 70 5-1181, Butt Edge Figure 2. Elite Glass -Seal & Glass -'Seal 6 Nail Pattern X718° 5-118" TBP15001.2 FL18355-R2 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, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage@) Basic Wind Speed (V,,[): (Dallas, Frederick, Joplin, Basic Wind Speed (Vasd) Phillipsburg & Tuscaloosa) Deck (HVHZ): & Heritage@ Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): Heritage@ Woodgate (Dallas & Frederick) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 6-1/811 M TAMKQ BUILDING PRODUCTS Asphalt Shingtes Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in_ plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSS 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 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-5/8 in. exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern" or "6 Nail Pattern" detailed below_ FASTENERS NAIL ZONE COMMON BOND EXPOSURE 5-5/8" 12-1/2" -►-- 12-318" --- 12-112` �-1,� Figure 3. Heritage@, Heritage@ Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) NAIL ZONE GOMMON BOND IE 5-518" 1—� IFr -jf2s� i-1/2"-.�+t- � -31a� r -1 /'�"-►,{�f-iia°`-►I �--1 Figure 4. Heritage@) S Heritage@ Premium 6 Nail Pattern TBP15001.2 FI -18355-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, instaliation, recommended use, or other product attributes that are not specifically addressed herein. SCREEK TAMKO BUILDING PRODUCTS Asphalt Shingles T£C!-IiVIGAL SERVICES, LLC NAIL ZONE/ NEMS. COIUIMON BOND 7EXPOSURE5518„ Figure 5. Heritagefg) Woodgate 6 Nail Pattern 0 Common Bond PAI NT LINE, 7-7/8" 6-118" A— 39-318" Figure 6. Heritage®, Heritage® Premium, 8 Heritage) Woodgate Alternate 6 Nail Pattern ACCEPTABLE FASTENER LOCATION ADO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION L ZONE EDGE OF COMMON BOND EXPOSURE 5J-55/81, Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nall patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15081.2 FL18355-R2 Page 5 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 `i`EcHNICAL SERVICES. LLC Heritage@ Premium Basic Wind Speed (V,,u): (Frederick) Basic Wind Speed (Vmd): Deck (HVHZ): Deck (Non-HVHZ): Underfayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAIVIKO BUILDING 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; 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 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 manufacturers 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 "4 Nail Pattern" or "6 Nail Pattern" detailed below_ NAIL ZONE/ NERS tom` /COMMON BOND 51f2" EXPOSURE 5" 1 " `►�+- 11 " - ►- 1211 �►}+-11 1 Figure 9. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS OMMON BOND 51/2" EXPO RE 5" Figure 9. Heritage@ Premium (Frederick) 6 Mail Pattern T BP15001,2 Ft 18355-R2 Page 5 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, instailation, recommended use, or other product attributes that are not specifically addressed herein. ECREEK TAIVIKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES. LLC Heritage® Woodgate Basic Wind Speed (V„tt): Max. 194 mph (Frederick) Basic Wind Speed (Vasa): Max. 150 mph Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min_ 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB 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 (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 Naif Pattem" or "6 Nail Pattern" detailed below. NAIL ZONE/ COMMON BOND ' 1 T 5-1l2" EXPOSURE 5n Figure 10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ COl' i'lON BOND 1-F EXPOSURE 5° ..J 1"— 'f` 9.112" �' 9 /8"-�► 43'�►I4 9.112" k-1 11 Figure 11. Heritage@ Woodgate (Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, i 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. RIM ECREE TECHNICAL SERVICES, —YLC. Heritage@) Vintage® Basic Wind Speed (V,,,,): (Phillipsburg) Basic Wind Speed (Va-,): Heck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: instalfa#ion (HVHZ): lnstaliation (loon-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 75/32 in. plywood or wood plank for new construction; Min. 7116 in. 0S8 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 Mail Pattern" or "6 Nail Pattern" detailed below. 4U T g• I Faqenets 9.1.1' 41i�'— n.xsy. 4-L11' -1, I+-1o�,•a• —'f f +-10-�x• Figure 12. Heritage@ Vintage® 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage® Vintage 6 Nail Pattern E(posvre - t,bich 17.1/?" rUR TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 7�71f�-►r-7-31i' F7 Figure 13. Heritage® Vintage 6 Nail Pattern E(posvre - t,bich 17.1/?" rUR TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKAsphalt TAMKO BUILDING PRODUCTS Shingles Tt=CHNICAL SERV10Es] LLC Hip & Midge Basic Wind Speed (Vali): Max. 194 mph (Frederick & Joplin) Basic Wind Speed (V,Sd): 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. 15132 in. plywood or wood plank for new construckion; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 5-1/8" exposure here— u r� Q 11� Figure 1 here 5-1/S" g exposure Yo Fastener Fastener f Figure 2 \ Figure 3 n Figure 14. Flip & Ridge (Frederick & Joplin) TBR15001.2 FL18355-R2 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. lR E TAMKO BUILDING PRODUCTS 0 Asphalt Shingles TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (V,,n): Max. 194 mph (Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 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. 7116 in. OSe existing construction, Underlayrnent. 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 Figure 1 . Fastener 9-1/2" Figure 2 rlgure 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 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. imCREEK TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING 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 cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM O 7158 applies to exposure B & C with a building mean roof height of 33 -ft or less - 5) Deck substrates shall be clean, dry, and free from any irregularities and debris_ All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) 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 manufacturers 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 duality 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 5" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. NS No 74021 • STATE OF �_ c• :�: .4 CERTIFICATION OF INDEPENDENCE 2015.12.14 Ih- 13:44:19 `05100' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. 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.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 invelved in the approval process of the product. END OF REPORT TBP15001.2 FL1B355-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. Business Professional " !q r BCI5 Home Lag In USer Registration Hot Yopks Submit Surcharge Stats & Facts Publications FDC Staff BCLS Site Map links - Search db' r (A Product Approval USER-' Puhiic User Prndutt APnrnval Menu > Prcuiuct or Aoolicatio, Sea le. i Appkatron List > Applieabon Detail FL#k FL18355-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64602 (417) 624-6644 Ext 7305 kerri_eden @tam ko.com Authorized Signature Kerri Eden kerri_eden@tomko.com Technical Representative Address/Phone/Email Quaiity 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 Validation Checklist - Hardcopy Received Certificate of Independence FLIS355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report Shinales.ndf Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD 13 7158 TAS 100 Equivalence of Product Standards Certified By Sections from the Cade Year 2009 2009 2006 1995 Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Date Revised 05/09/2017 Summary of Pradtrrtc EE # 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 F 355 R2 II T$P15001.2 FBC 2014 Product Evaluation Approved for use outside HVHZ: Yes Report Shingles df Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evafuation report for limits of use, Evaluation Reports FL18355 R2 AF TBP 5001 2 Ft3C 2014„Product, Evaluation Report Shingled odf Created by Independent Third Party: Yes Back Mex Contact Os : t 2601 Blair Stone Road Tallahassee FL 32399 Phone.: 850-487-1824 The State of Florida is an WEED employer. CopYrirtht 2007-2013 State of Florida.:: Privacy Sptement :: Accessibilaty 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 publicrecordsrequest, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, grease contact 85a.487.1395.'Pumuant to Section 455.275 W, Florida Statutes, effective October 1, 20;2, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The Mails Provided may he used for official communication with the licensee. However email addresses are public record. If you do not wish to su poly a personal address, please provide the Department with an email address which can be made available to the public. Tc determine ifyou are a ilcensee. under Chapter 455, F.S., please click here . Product Approval Accepts: T_ ig tC_lst3 Credit Card Safe CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS Standard 220 West 4h Street PRI Construction Materials Technologies (TST5878) Joplin, MO 64801 TAS 100 TAS 100 (417)624-6644 Manufacturing Plants: Joplin, MO TAS 100 Phillipsburg, KS PRI Construction Materials Technologies (TST5878) Frederick, MD TAS 100 Dallas, TX PRI Construction Materials Technologies (TST5878) Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE TAP -130-02-01 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE 5z" EDITION (2014) 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 Issued December 14, 2015 Entlty PRI Construction Materials Technologies (TST5878) Report No. TAP -043-02-01 Standard Year PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 TAS 100 1995 1995 PRI Construction Materials Technologies (TST5878) TAP -0544-02-01 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 9995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 100 1995 PRt 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) PRI Construction Materials Technologies (TST5878) TAP -315-02-01 TAP ASTM D 6381 2008(2013)e1 UL LLC (TST9628) -317-02-01 02NK9507 TAS 100 1995 UL LLC (TST9628) 04NK24366 ASTM D 3161 ASTM D 3462 2009 2009 UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 UL LLC (TST9628) 06NK03898 ASTM D 7158 ASTM D 3161 2008d 2009 UL LLC (TST9628) 08CA59132 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (TST9628) 09NK07896 ASTM D 3161 2009 UL LLC TST9628 (TST9628) 10CA50498 ASTM D 3462 ASTM D 3462 2009 2009 UL LLC (TST9628) 10CA64882 ASTM D 3161 2009 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2009 UL LLC (TST9628)ASTM 12CA24551 0 3462 ASTM D 3161 2009 2009 UL LLC (TST9628) UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2009 4787148748 ASTM D 7158 2008d ASThf D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Pagel 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. SCREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Seal@ 12-114" 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 (Frederick & Tuscaloosa) Glass -Seal (Joplin) Heritage@ (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage@ Premium (Dallas, Frederick, Phillipsburg & Tuscaloosa) Heritage@ Premium (Frederick) Heritage® Vintage@ (Phillipsburg) Heritage@ Woodgate (Dallas & Frederick) Heritage@ Woodgate (Frederick) Hip and Fridge Shingles (Frederick & Joplin) Vintage® Hip and Ridge (Phillipsburg) 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H S0 -sealing, 34ab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462, 12-114" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass 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. 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 FL18355-R2 Page 2 of 11 This eva3uation 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 evafuation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Seal@ Basic Wind Speed (Vit): (Frederick, Joplin & Basic Wind Speed (Vasil): Tuscaloosa) Deck (HVHZ): Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): Neding Area Nailing Area TAMKO BUILDING 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; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements: Solidly sheathed min, 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. 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. Shingles shall be attached using "6 Mail 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 c BW Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAILS -71g" 5-1/8" Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern -718" i-1181, TBP15001.2 FL18355-R2 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration 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@ Basic Wind Speed (V„„): (Dallas, Frederick, Joplin, Basic Wind Speed (V„3): Phillipsburg & Tuscaloosa) Deck (HVHZ): & Heritage@ Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): Heritage@ Woodgate (Dallas & Frederick) Underlayment: Min. sfope: Installation (HVHZ): Installation (Non-HVHZ): 6-1/81, TAMKO BOLDING 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; Min. 15/32 in, plywood existing construction. In accordance with FBG 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 FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12_ Installed with 5-518 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 5-516 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. FASTENERS NAIL ZON E COMMON BOND EXPOSU R E 6-618" 11" [ — 12-1/2" —► 4— 12-318" —►�F-- 12-1 /2 `-- �--1 n Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) N NAIL ZONE COMMON BOND IE 5-518" 1 `--►� �-r-172`�f t- T-�1i�"-�{+r- 1.318"-►}� 7-'112"-�i-1 �2"-►� �i--1 " Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15601.2 FL18355-R2 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. CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE/ COMMON BOND EXPOSURE 55!8" 'r 1" �-7-tf�'��..�-EI2"�►�-7t3/8�1�7..�/��-i/2� � 1 ", Figure 5. Heritage@ Woodg ate 6 Nail Pattern PAINT LINE, 7-71811 6-j/a" AL 0 Common Bond i 7 39-318" Figure 6. Heritages, Heritage@ Premium, & Heritage@ Woodgate Alternate 6 Nall Pattern ACCEPTABLE FASTENER LOCATION "DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION L ZONE EDGE OF COMMON BOND EXPOSURE 5-5/8"' Figure 7. Heritage@ (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.2 FL18355-R2 Page 5 of 1? This evaluation report is provided for State of Honda product approval under Rule 61 C20-3_ 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 amply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. REEK TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (V.,,) - (Frederick) Basic Wind Speed (Va,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING 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; 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 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 "4 Nail Pattern" or "6 Nail Pattern" detailed below. (JAIL ZONE' RS fi- _ AOMMON BOND IIXPOI I I E11 Figure 8. Heritage(D Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE! FASTENERS /COMMON BLIND E SURE 45° 1,L-� �-9112' T 3' 9"--+--3" 91d2" Ir -1 „ Figure 9. Heritage® Premium (Frederick) 6 {Vail Pattern TBP15001.2 FL18355-R2 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. NiiiIiIIIIIIIIIIIII ECREEK TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed (V",,): (Frederick) Basic Wind Speed (Vald): Deck (Non-HVHZ): Underlaymerlt: Min. slope: Installation (Non-HVHZ): FASTENERS TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed rain. 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 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 FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed Below. NAIL ZONE/ COMMON BOND I T 5`112" EXPOSURE V 4 11 11 "�'--12 -3/8" ---►.-. 11 " -► I.i..1 Figure 10, Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) 5 - tiSh fl LUN C1 WN BOND 111-1►f � 9-112" 9,318" F3'� 9-112" -� �-1" Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 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. ACREEK TECHNICAL SERVICES, i_I_C Heritage@ Vintage@ Basic Wind Speed (Vgi): (Phillipsburg) Basic Wind Speed (Veld): Check (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: �*—i ora• —�' �+—ia�,n� lnstailation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING 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; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSS 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 Nall 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 Pattern" or "6 Nail Pattern" detailed below. Figure 12. Heritageo Vintage@ 5 Mail Pattern (non-HVHZ only) xPo5um nnah Figure 13. HeritageQ Vintage' 6 Nail Pattern TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK0 TAMKO BUILDING PRODUCTS Asphalt: Shingles TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V,,,r): Max. 194 mph (Frederick & Joplin) Basic Wind Speed (Vag): Max. 150 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 min. 15132 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. 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. Direction of prevailing wind Start 5-1/8" exposure hlei re— Figure 1 �Fastener 5-5I8" 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 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 ether product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Vintage@ Hip & Ridge (Phillipsburg) TAMKO BUILDING PRODUCTS Asphalt Shingles Basic Wind Speed (V.tt): Max. 194 mph Basic Wind Speed (Vasd): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. p#ywood or wood plank for new construction; Min. 15132 in. plywood existing Deck (Non-HVHZ): construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for Underlayment: new construction; Min. 7116 in. OSB existing construction. 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 I Figure 1 !! Fastener �5-112" Figure 2 1" '`Fastener ' �5 -1 1/4" Figure 3 Figure 15. Vintage® Flip & Ridge (Phillipsburg) TSP15001.2 FL18355-R2 Page 10 of 11 This evaluation report is provided far 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 specsfically addressed herein. ECREEK TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING PRODUCTS Asphalt Shingles I ) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33 -ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to undedayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FSC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5`h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. Y ✓-i. �i No 74021 Q�'. STATE OF �'Al CERTIFICATION OF INDEPENDENCE 2015.12,14 13.44;19 —051001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. 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.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 61G20-3. The manufacturer shall notify GREEK 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 BJ ding `;ode Online https://www.floridabuilding.org'pr/pr_app dtl.aspx?param�wGEVX... n g aCIS Hor Lag In User ReglStratIOn Hot TopICS Submt Surcharge Stats & ractS Publkattfns FEC Staff RCis Site Map LlnkS search Professional ]jI i:s Product Approval 1 ro essio` al tb USER: PDX User yroduct Anoroval HP 4W > Prole# o:„[rgFatlon Search r ¢,p,)>a_tlass I:[st > AppYcatigf 6etai FL # FL16048-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TRI -BUILT Roofing Products Address/Phone/Email 9054 Louisiana Street Merrillville, IN 46410 (201) 542-2449 david. ruin@tri builtmateriaisg roup.com Authorized Signature David Ruiz davicJ,ruiz@tribuiltmaterialsgroup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, N] 07073 (201) 842-2449 david.ruiz@trihuiltmaterialsgroup.com Quality Assurance Representative Ad dress/Phone/Ema ll Category Roofing Subcategory Underlayments 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 Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) 1 of 2 ELI 604 RR3 C01 2015 01 COT Nieminen.pd_f Standard ASTM D1g70 ASTM G155 FRSA(TRI April 2012 (04-12) TAS 103 Year 2009 2005 2012 1995 5/24/2016 9:55 AM arida Btlilding Code praline Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved httpsJlww-w.fl oridabuildi ng.org/pr/pr_app_dtl, aspx?param=wGEVX... Method 1 Option D 10108/2015 10/19/2015 1©/2112615 12/15/2015 Summar/ of Products FL # Model, Number or Name Description 16048.1 TRI -BUILT Roof Underiayments - — Self -adhering, modiRed bitumen roof underlayments Limits of Use Installation Instructions _ Approved for use In HVHZ: No FL16048 R3 rl 2015 10 FINAL ER TRI - Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R3.odf Impact Resistant: N/A Verified By: Robert Nieminen PE -59i66 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 the systems overtop the self -adhering FL16048 R3 AE 21715 10 FINAL ER TRI- undedayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-P3_pd# 5.6 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. ,7 _-7 C 9=aCt_US :; 1940 North Monroe Street. ialaha_ccae FL 32309 (lope: 850-087-1824 The State of Flartla Is an AA/Uo emplayer, Carnr(oht 20[17-2ga,; 5[a�g_q� y}, ;; Prn, c Statement:: lycess�Rv Sratement :: , Lef8c0E Under FIX48 bw, emal addresses are public records. if you do not want your a -mai address reieased It response to a pub(ic-records request, do not send ekxamnic mal to this entity. kstead, contact the alike by phone or by traditional mall. ]r you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes., eNecttve October:, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emau address r they have one. -rhe emacs provided may be used for aRkkl 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 emal address which can be made avallabie to the pubic.. lb determine It you are a tenses under Chapter 455, F.S., please dick hem. Crodu&Appe al♦eteptse U -curio t 2 of 2 5/24/2016 4:58 AM Tol MtI ERD EVALUATION REPORT Allied Building Products Corp. dba TRI -BUILT Roofing Products 90SO Louisiana Street Merrillville, IN 46410 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX; (203) 262-9243 Evaluation Report A4296O.1O.12-R3 FL16O48-R3 Date of Issuance: 10/25/2012 Revision 3: 10/08/2015 SCOPE: This Evaluation Report is issued under Rule 61G2O-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 5`t' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI -BUILT Roof Underiayrnents 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 I ERI) 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 S. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration Na. 59166, Florida OCA ANE1983 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 l 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. 5. 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. 'h> S>„'=••y`�y' ��� The racsimite seal appearing was authanied by Robert Keminen. _?J�st;;,;i„•.•s P.E.nn10y'U2615. This does not serve as an electronically signed document. Signed, sealed hardcoptes have been transmined to the Product Appro'.°ai Admisrrnraior and to the named churn 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 l 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. 5. 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. JN° ERD 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, 1S07.2.8, 1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1, 1507.5.3, 1547.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507,3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 1523.65.2.1 Physical Properties TAS 103 1995 I REFERENCES;. Entity Examination Reference Date ERD (TST6049) Physical Properties S4OS40.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 544540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03126/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD IT5T6049) Physical Properties 544870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049l Physical Properties 543530,02,14-1-R1 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SCS520.04.15 05/27/2015 UL, LLC (QUA9625) quality Control Multiple -Listing 816814 09/04/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/16/2017 4, PRODUCT DESCRIPTION: 4.1 Self -Adhering Underla ments: 4-1.1 Tri -Built Sand -R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS 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 S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment. S. LIMITATIONS: 5-1 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 specificaliy for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 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. Evaluation Report A42960.10.12 -R3 CeWfkrate otAuthorization #9503 FL16048-R3 Revision 3: 10/08/2015 Page 2 of S 5.4 TRI -BUILT hoof 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 combiner) with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTiON5 Underlayment Asphalt Wood Shakes i Shingles Nail -On Tile Foam -On Tile Metal &Shin fes Slate Shingles Tri -Built Sand -11 SA Shingle Underlayment I Yes No No No Yes Yes Fri -Built S/A HTTU Yes I Underlayment Yes 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 term aging data from an accredited testing laboratory is provided. Tri -Built S/A HT TU Underlayment with 3M— 2 -Component Roof Tile Adhesive AH -160 (171.6332) or Dow TileBond— Roof Tile Adhesive (FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct -Bond to Deck: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT 5/A Underlayment applied to: Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed 056; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI -BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Dote: TRI -BUILT requires tongue -and -groove board decking be covered with plywood or 0513 prior to installation of the self - adhering Underlayment. 5.6.2 Bond -to -Insulation: Tri -Built S/A HTTU Underlayment applied to: r 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 Bond to Mechanically Attached Base Laver: ;= ASTM D226, Type I or Il felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For 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. Evaluation Report A42960.10,12-113 Certificate of dutharizotion #9503 FL16048-R3 Revision 3: 10/0$/2o15 Page 3 of 5 TRINITY ED 5.6.4 Wind Resistance for Underla ment 5 stems in Foam -On Tile A licatipns: 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 direct -deck underlayment systems that are not addressed in FRSAJTRI 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 FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure = -45.0 psf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AH1. Primer: (Optional) ASTM D41 Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. S.7 Exposure 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 5/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation. INSTALLATION: 6.1 TRI -BUILT Roof Underiayments 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 Tri -Built Sand -R 5A shin le Underlayment Tri -Built S/A HT TU Underlayment or Tri -Built Smooth FITS A Underlayment: 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 Nor -Tile 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. Roil 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 Carp 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 SIA HT TU Underla meat only): Reference Is made to FRSA/TR1 April 2012 (04-12) Installation Manual and Table 1 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 underiayment. Exterior Research and Design, LLG Evaluation Report A42960.10.12 -R3 Certtfkote Of AuthorfzoVan M03 FL16048-R3 Revision 3: 10/08/2015 Page 4 of 5 7. BUILDING PERMIT' REQUIREMENTS: TRINITY EERD 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 noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. '�. QUALITY AsSuRANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us,ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. tert lkate of AWtharivatian #9303 Evaluatlon RepOrt AQ2960.10.12-113 FL16048-R3 Revision 3: 10/08/2()15 Page 5 of s of ids Building `.;ode Online BUS Home Lon in User Regfstmtlon Hot Topes Bus�Ip esJ j//yy' ggg}}ggg ,' Product Approval ProfessionalL4 USER: FuMc User v \\Pro11VO ,iPArov�_FEemj > Pmduct a€ Ava>f<[atbn Sear[#t > �yiiratWn LLMC > Application Detail - https://www.floridabuilding.org/pr/pT_app dtl.aspx?param�wGEVX... Submit SurchaMe Stats & FaCts Publkatbns FBC Staff RCiS Site Map Links Search FL # ' FL16048-R3 Application Type Revision Code Version 2014 2- e,Q _X BUS Home Lon in User Regfstmtlon Hot Topes Bus�Ip esJ j//yy' ggg}}ggg ,' Product Approval ProfessionalL4 USER: FuMc User v \\Pro11VO ,iPArov�_FEemj > Pmduct a€ Ava>f<[atbn Sear[#t > �yiiratWn LLMC > Application Detail - https://www.floridabuilding.org/pr/pT_app dtl.aspx?param�wGEVX... Submit SurchaMe Stats & FaCts Publkatbns FBC Staff RCiS Site Map Links Search FL # ' FL16048-R3 Application Type Revision Code Version 2014 Application Status Approved comments Archived Product Manufacturer TRI -BUILT Roofing Products Address/Phone/Email 90$4 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com Authorized Signature David Ruiz david. ruin@tribuiltmateri aisg rou p. com Techricai Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuiitmateriaisgroup.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By john W. knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL16048 R3 C01 20-L5-91 COI Nieminen, If standard ASTM 01970 ASTM 0,155 FRSAfTRI April 2012 (04-12) TAS 143 Y -WI 2009 2005 2012 1995 5/24/21316 9:58 AM 1 of 2 .01ida Building Code 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-./fwww.floridabuiiding-org/pr/pr_app dtl.aspx?param=wGEVX... Method 1 Option D 10/08/2015 10/19/2015 10/21/2015 12/15/2015 Summary of Products PL # Model, Number or Name ; Description 16048.1 TRT -BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments .Installation Limits of Use instructions --- Approved for use In HVHZ-. No FL16048 R3 II 2015 10 FINAL ER TRI - Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R3.odf 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 Reports of foam -on tile systems overtop the self -adhering FL1SO48 R3 Ai 2€lIS 10 FINAL ER TRI- underlayment for one particular application. See ER Section :BUILT UNDERLAYMENTS FL16048-R3.P—df 5.6 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. Bach QdBCt-!US Mane; 858-487-1824 The State of Florida's an AA/EEo employer. Coovrdeht 2gp7�2Q335taSe of Floritla.:: Pdyygy *tKement :: ,ssces6Rv Statement :: ftfig_atatgn_wnt Under flurlda law, emal addresses are public records, if you do not want your a -mall address released In response to a public -records fequest, do not send electronic mal to lhts entity. Instead, contact the oflke by phone or by tmditbnal mat If you have any questions, please Contact ZISOAS7.1395. -Pursuant to Section 955.275(1), Florida Statutes, of live October 1, 2012, licensees kkensed under Chapter 955, F 5. must provide the Department with an email address rthey have one. The ernals provided may be used for otflcEi communication with the kensee. However emal addresses are public record. If you do rat wish to supply a personal address, please provide the Department w#h an emal address which can to made available to the pubic. 7b determtrie If you are a Icensee under Chapter 955, FS_ please click hem . Produ t ADp+ovsl Accepts: ffl-_�WON El® I't'ti r'1It 2 of 5/24/2016 9:58 AM EVALUATION REPORT Allied Building Products Corp. dba TRI -BUILT Roofing Products 9050 Louisiana Street Merrillville, IN 46410 SCOPE: EXTERIOR RESEARCH & DESIGN, LLC, Certificate of Authorization (#9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A42960.10.12 -R3 FL16048-R3 Date of Issuance: 10/25/2012 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 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 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 requsres 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 No. 59156, Florida DCA ANE1983 CERnRCAT(ON OF INDEPENDENCE: 1. Trinity lERD 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 ERD is not owner!, 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. 5. 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. �h fi •.;-�;.•",rte ', S..l,^, e'',• the facsun{k seals was s authorized try Robert Nleminen. P.E. on 10%06171715. Thisdoesnoiserve a5an clectronimllysigned document. Signed, sealed hardcoples have been cransmicted to the Product Approval Adm)nlsvatar and tothe named client CERnRCAT(ON OF INDEPENDENCE: 1. Trinity lERD 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 ERD is not owner!, 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. 5. 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. Tmay ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: hoofing Sub -Category: Underlayment Compliance Statement: TRI -BUILT Roof Undedayments, as produced by TRI -BUILT, have demonstrated compliance with the foilowing 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, 1507.5.3, 1547.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 1523.6.5.2.1 Physical Properties TA5 103 1995 3. REFERENCES: €nt. ity Examination Reference Date ERD (7ST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 5110540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03/2612014 ERD (TST6049) Physical Properties 544$70.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544870.04,14-3 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 44/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties 54054D.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL, LLC. (QUA9625) Quality Control Multiple -Listing R16814 09/04/2(315 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/16/2017 4. PRODUCTDESCRIPTIOff: 4.1 Self-Adherine Underlayments: 4.1.1 Tri -Built Sand -R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36 -inch sheet width. 4.1.2 Tri -Built 5/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 S/A Underlayment 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 Trinityf 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. 5.2 This Evaluation Report is not for use in the HVHZ. 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, U.C. Evaluation Report MZ950 10.12-R3 Certlfkate oJAuthoAzatrion #9503 FL1504"3 Revision 3: 10/08/2o13 Page 2 of 5 a 7 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 Ailowable roof covers applied atop the underlayments are as follows: TABLE I. ROOF COVER OPMON5 Underlayment Asphalt Nall-On Tile Foam-On Tile Metal �b°� Shakes Shingles & Shingles Slate Tri-Built Sand-R SA Shingle I j Underlayment Yes No No No Yes I Yes Fri-Built S/A HT TU j Yes Underlayment ! Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HT 5/A Underlayment Yes No No Yes Xes Yes 5.5.1 "Foam -Cin Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. i Tri -Built S/A HT TU Underlayment with 3M' 2 -Component Roof Tile Adhesive AH -160 (FL6332) or pow TileBond' Roof Tile Adhesive (FL717) 5.6 Allowable substrates are noted below: S.6.1 Direct -Bond to Deck: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: v Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 pruned structural concrete. While not required over plywood, 058 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 Underlayment. 5.6.2 Bond -to -Insulation: Tri -Built S/A HT TU Underlayment applied to: � Dens Deck Prime; SECU ROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall tze attached per minimum requirements of the prepared roof covering manufacturer's Product. Approval. For installations under foam -on the systems, insulation attachment shall be designed by a quaiified 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 Bond to MechanicalN Attached Base Layer: ASTM D226, Type I or 11 felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on file systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12). Exterior Research and Design, LLC. Evaluation Report A42960.10.12-113 Leltificate OfAuthorization #9563 FL16048-R3 Revision 3: 10/08/2015 Rage 3 of 5 6. 5.5.4 Wind Resistance for Underly TRINITY ERD meat 5 stems in Foam -Cin Tile A lications: FR5A/TRI April 2012 (04-12) does not address wind uplift resistance of a1i 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 tile applications. !Maximum Design Pressure is the resuit 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 1544,9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Desi Yn Pressure = -45.0 P5f. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: Tri-Bu€It S/A FIT TU Underlayment, self -adhered. 5-7 Exposure 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, INSTALLATION: 6.1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT published instaliation 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 Tri -Built Sand -R SA Shingle Underlayment. Tri -Built SIA HT TU Underly rment or Tri -Built Smooth HTS A Underlayment: 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 -Tile 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 5:12, 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 Aj2plications Tri -Built S/A HTTU Underlayment 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. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment Exterior Research and Design, LLC Evaluation Report A42960.So.12-Ra Certificate of Authorbotron 119503 FL15048-R3 Revision 3: 10/08/2015 Page 4 of 5 7. BUILDING PERMIT REQUIREMENTS' 8. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 9N-3 OA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterlor Research and Design, LLL CertlEvaluation Report A42960.10.12 -R312 -R3 focote of Authorization #9503 FL16048-R3 Revision 3: 20/o8/21)15 Page 5 of 5