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HomeMy WebLinkAboutPRODUCT APPROVALNOTICE OF COMMENCEMENT Permit No. Tax Folio Na. Z Y - 7e/- 00 State of Florida County of St. Lucie f The undersigned hereby gives notice that improvement wilt be made to certain realro ertY, and in accordance with Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement. A A Legal Description of Property. (and street address if available): General description of REROOF G Owner information or lessee information if the Lessee contracted for the improvement: Name Address -7 l Interest in property: OWNER =+ st 4 -- Name - Name and address of fee simple titleholder (if different from Owner listed above): contractors Name: Treasure Coast Roofing Contractor Address: 1816 SW BiLTMORE PSL,FL 34984 Surety (if applicable, a copy of the payment bond is attached): Amount of bond Name and address: Lender Name: _ Lender's address; Number: Phone Number: 772-370-9770 —Phone number: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provide 713.13(1)(a)7., Florida Statutes: Name: Address: Phone Number: In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 7111.3 i (�'`- Phone number of person or entity designated by owner: Statutes. a< 0 z ti � Q U � U � o 2 O X IR J.- T7 r ClO Y �M � o 0 0 �0�ao U� m6q D Ln V Ci 2_5v�Yp 3 *0o ° oW 1Z to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and finala ment to the contractor, but will be 1 year from the date of recording unless a different date is specified) A y WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MIDST BE RECORDED AND POSTED ON THE JOB HEI INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WOR E FOR RECORDING YOUR NOTICE OF COMMENCEMENT. SITE BEFORE THE FIRST K OR Under penalty of perjury, I declare my kno (Signature of Owner ssee, or (Signatory's The By foregoing notice of commencement and that the facts stated therein are true to the best of 4{sl:i�7l9lil l��F$,i . r Lessee's Authorized Officer/Director/Partner/Manager a' n acknowledged before me this122434 - 3 day of}G—F , 20�� far Type of authority officer) trustee) Party on behalf of whom in was executed (Signatgp of Notary Public - State of Florida) Personally known— or produced Identification, (Print, T pe, or Stamp Commissioned Name of Notary Public) Type of Identification produced ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 9/!3It7 Permit Number: 211 F Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x PERMIT APPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: -7Z Y3 6 ih „A,- /Ai.5 LN 1964 .5 �- L,,e i e . 1V75z Legal Description: Egg/e ;'� /Ze4reaf c, IL C_luA llk -ase A6T (c, Property Tax ID #: .3 Y2_11 -76,1— 00-T 3 000 - q Lot No. 6 Site Plan Name: Block No. S4, Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: 1e" e�F e,l•;sa�,.� rads'.'ns>// new t>n der layo? en ,; 3/z iditional worK to brtormed HVAC f] Gas Tank under tnis permit- cnecK all tnat apply: ❑Gas Piping ❑ Shutters Windows/Doors Company: TREASURE COAST ROOFING Address: 1816 SW BILTMORE City: PORT ST LUCIE State: FL Zip Code: 34984 Fax: 772-343-8358 Phone No. 772-370-9770 E -Mail: NIA Fill in fee simple Title Holder on neat page (if different from the Owner listed above) E -Mail: TCROOFINGLLC@GMAIL.COM State or County License: CCC1330653 ❑ Electric ❑ Plumbing ❑ Sprinklers []Generator + Roof Total Sq. Ft of Construction: 2 y S$___ Sq. Ft. of First Floor: 2 9-5-;5Cost of Construction: $ 600 Utilities: Ll Sewer []Septic Building Height: 1 OWNER/LESSEE: CONTRACTOR: Name ireuary ShaCoN Never Address: 7Ny3 G� A e �%i� ,_w/ City: poi f S f L v ei? State: FL Zip Code: Fax: NIA Phone No. Name: BRIAN J MALONEY Company: TREASURE COAST ROOFING 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 neat page (if different from the Owner listed above) E -Mail: TCROOFINGLLC@GMAIL.COM State or County License: CCC1330653 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable Name: iMORTGAGE 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 commencing work or recording your Notice of Commencement. _"�- �/_l :2L �'7 s _ Signature of Owner/ L e/A ent Signature o ontra icens o er STATE OF FLORI COUNTY OFCt�� The fo oing instr ent wasacknowledged before me this day of 20 17by (Name of person 096ydedging ) (Signatur ry Public State®f^jP)gridaa Personally Known "6R Mclucgdldentificbtion Type of Identification ProduJc@d' Commission No. (Seat} Revised 07/15Y2014 STATE OF FLORIDA COUNTY OF (Cc Lex c Thefor OT instrument was acknowledgedbbefore me this r day of 2C i I by (Name of persona wdging ) (Signatur f a Public- State of Fldrida ) , . Personally Known OR Pcoc!LKo;cf Iderrtification Type of Identification Produced_ Commission No. REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Entail PO Bax 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden @tam ko. co m Authorized Signature Kerri Eden kerrj_eden@tartiko.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 Honda 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 Equality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden SCIS Home Log Ih User Rey6tratbri iivt Top@ Suba t 5ra-c4wrge Stats P Facts PuKcations FBC Staff SCIS Site Map Links Search iitV� bProduct f Approval USM Publlc User ._ !! Proo -. t..'tly n�al'4'.rn� > Frr.3ur: r Anuli . ,rima »arrli > 411 __� •_ > Apglication Detail FL n FL18355 RZ Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Entail PO Bax 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden @tam ko. co m Authorized Signature Kerri Eden kerrj_eden@tartiko.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 Honda 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 Equality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence ri..18=�5 Irl -0I6F'-c.'0!,2;RC,2f314Prr�r�svai <:ticr�tc EFrnvles. =c t Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD D 7158 TAS 100 Equivalence of Product Standares Certified By Sections from the Code Year 2009 2009 2008 1995 Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FSC Approval 12/19/2015 Date Approved 02/1012016 Date Revised 0510912017 Summa of products FL # Model, Number or Name Description � 18355,1 Glass -Seal, Elite Gass -Seat, Heritage, Heritage Premium, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation instructions Approved for use in HVHZ• Yes P Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. - rd �? t' I ' t quo? "}l al:.r 1_raluati� n - s.O Verified By: Zachary R. Priest PE -74021 Created by independent Third Party: Yves Evaluation Reports F lv3SS ? - F. rH-, ., t—_; 2,)14 rrrdrir FJ,it;.; _ LmSnln Created by Independent Third Party: Yes Contact Us :: Mg Blair Stone Rozd. Tzi[ahassee FL 3 3 Phone: 956.487-1825 The State of Florida Is an AAjEEO employer. Cppyripht 2897-2(:13 State of Florida.:: privacy Statement :: Access•bifity Statement :: Refund Statement Under Florida law, email addresses arc public records. If you do not want yot r e-mail bddress released in response to a publicrecord;request, do not Send electronic mail to this entity. Instead, contact me office 3 phone ar by [radit:enal mai. SF you have any questions, Please contact 951).4437-1795. -Pursuant to Section 455.275 (1), Fllooda Statutes, effective October 1, 2012, licensees I'rcen5ed under Chapter 455, F.S. must provide the Department with an email addreSS if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are pubhc record. if you do not wish to supply a per5nna I address, ➢Eerie provide the Department with an email address which can be made ava liable to the pobli,, To determine if you are a licensee under Chaffer a55, F, 5_, please Crick here - Product,� A,wypppova rl Accept.. Credit Card Safe f Certificate of Authorization No. 29824 r 16, 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, 1- ($13) 480-342I EVALUATION REPORT _ _ Manufacturer: TAMKO BUILDING PRODUCTS 220 vilest 4`� Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE FLORIDA BUILDING CODE Sn' EDITION (2014) issued December 14, 2015 Category: Roof nc 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 Erlilty ReQort No. Standard Year PRI Construction Materials Technologies (TSTS878) TAP -043-02-01 TAS 100 1995 PW Construction Materials Technofogies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 T AS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -11702-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS IDD 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02 01 TAS 100 1995 PRI Construction Materials Technologies (TS T 5878) 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 Materiais Technologies 7ST5878) 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) T AP -315-0201 ASTM n 8381 200.5(2013)a1 PRE Construction Materials Technologies (TST5878) TAP -317-02-D1 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2009 UL LLC (TST9628) 04NK24366 ASTM D 3462 2009 UL LLC (TST9628) OSNK28006 ASTM D 6361 2008(2013)e1 UL 2390 ASTM D 7158 20084 UL LLC (TST9628) 06NK03898 ASTM D 3161 2009 UL LLC (TST9628) 08CA59132 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (7ST9628) 09NK07896 ASTM D 3161 2009 UL LLC (TST9628) 1GCA50498 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) 12CA24551 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTNI D 3161 2009 UL LLC (TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Page 1 of 11 This evaluation report is provided for State o` 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. CREEKTANWO BUILDING PRODUCTS t Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Mass -Seat® 12-1/4" x 36", ASTM D 3161, Glass 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. Mass -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) VintageO Hip and Ridge (Phillipsburg) 12-114" 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 34.62. 12-114." x 362', ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic grannies complying with ASTM D 3462_ Shincles 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 39318", 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 3452. 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. 17-1/2" x 413", 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, Glass F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. TBP!Wt71.2 FL18355-R2 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3- The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration 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 harein. C REEK TE_HNICALSERVICES. L11—C. INSTALLATION Elite Glass -Seat@ Basic Wind Speed (V�11): (Frederick, Joplin & Basic Wind Speed (Va,d): Tuscaloosa) Deck (HVHZ): & Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Nan-HVHZ): Underlayment: Min. slope: Installation (HVHZ): installation (Non-HVHZ): Nailing Area Nai Are TAWO BUILDfNG PRODUCTS Asphaft Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed ruin. 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 FBG requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-108 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 -118 -inch exposure in accordance with FBC requirements and manufacturer's published installation instruct -ons. Shingles shell be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. ,T�� Figure 1. Elite Glass -Seat & Gtass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS i-7/8° 5-1181, Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern ir-7/81r 5-118" TBP15001.2 FL18355-R2 Page 3 of 11 This evaluation report is provided for State flf 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 evaivation report does not express nor imply warranty, 'Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKTAMKC) BUILDING PRODUCTS TECHNICAL ERV'iCrs, LLC Asphalt Shingles,TECH€ Heritage@ Basic Wind Speed (V,11): Max. 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed (Vas„): Max. 15o mph Phillipsburg & Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Heritage@ Premium Solidly sheathed min_ 19132 in, plywood or wood plank for (Dallas. Frederick new construction; Min. 15132 in. plywood existing Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): construction. In accordance with FBC requirements; & Heritage@ Woodgate Solidly sheathed miry. 15/32 in. plywood or woad plank for (Dallas & Frederick) Undedayment: new construction; rutin. 7116 in. OSB existing construction. In accordance with FRC requirements, Min- slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application Instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-518 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 (Vail Pattern” detailed below installation (Non-HVHZ): installed with 5-518 in_ exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Patter" or "6 Nail Pattern" detailed below, M FASTENERS NAIL ZONE COMMON BOND FXPOSURE 6-6/8" 12-1/2 12-3/8" --►- 12-102'-� �--1" Figure 3. Heritage@, Heritagee Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) NAIL ZONE COMMON BOND IE 5-5,1811 I" �-: -VZ 4- 7-1/2"-.4- 7-N8 L*a - � -.-1 z, Figure 4. Heritage@ & Heritage(? Premium 6 Nail Pattern TBP15001.2 FL1L355-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 Tec=hnical 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. w . CREEKTAMKO BUILD#NG PRODUCTS TECHNICAL SERVICES, LLC Asphalt Shingles NAIL ZONE/ COMMON SOND I '­� E POsu Ir es" J -'--r �7-1t2+7-1;2,4,t-7,ai,8 e.7.1/2 7-112a,,i Figure 5. Heritage@ Woodgate 6 Nail Pattern — FASTEh;ERS __ Common Bond . ..... L3 X 39-3IF"- Figure 6. Heritage(§), Heritage®) Premium, & Heritageo Woodgate Alternate 6 Nail Pattern PAINT LINE, 7-7/81f ACCEPTABLE FASTENER LOCATION -DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION L ZONE EDGE OF COMMON BOND EXPOSURE 5-518" 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 T131P15001.2 FL18355-R2 Page 5 of ?1 This evaluation report is provided for State of Flo'da 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 specifica;ly addressed herein- CREEK TECHNICAL SERVICES.. L.f..0 Heritage@ Premium Basic Wind Speed (Frederick) Basic Wind Speed Nald): Deck (Ht/HZ): 511 Deck (Rion-HVHZ): Underlayment: Min- Slope: installation (HVHZ): Installation (Klan-HVHZ): ASTENERS TANIKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidty sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FSC requirements; Solidly sheathed nein. 95132 in. plywood or wood plank for new construcUon; Min. 7/15 in. OSS existing construction. In accordance with FSC requirements. 2:12 and in accordance with FHC 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 F13C requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below, NAIL ZONE• D01VIMON BOND EXPOSURE 5" Figure 8. Heritages Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS CC}NtNION BOND 11t" EXPOSURE 5" Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattern SP15001.2 FL i 8355-R2 Pace 5 of i i This evaluation report is ,provided for State cf Florida product approval under Rule 61 G2I -3- T'ne manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for wn;,.h this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specificaily addressed herein_ CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles SERVlC , E L Heritage@ Woodgate Basic Wind Speed (V.q): Max_ 194 rnph (Frederick) Basic Wind Speed (Va,d): Max. 150 mph Check (Non-HVH2): In accordance with FBC requirements; Solidly sheathed ruin. 15132 in. plywood or woad }dank for new construction; Min. 7116 in, OSB existing construction. Underlayment: In accordance with FBG requirements. Nein. 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 (Nott-HVHZ): 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 Vattern" detailed below. 5-112" I T EXPOSURE Y r� ± NAIL ZONA'' COMMON BOND 1' 11 12-3/8"r 11!, -� 10-1« Figure 10. Heritage® Woodgate (Frederick) 4 Nall Pattern (non-HVHZ only) ASTENERS 5.112 VEXP03l1RE 5' 1 " 9-1 /2" 3'44— 9-3,'6" 3 Figure 11. Heritage® Woodgate (Frederick) 6 Mail Pattern NA{i-ZONE COFJIAON BOND TBP15001.2 FI -18353-132 Page r of 11 This evaluation report is provided for State of Florida product approval tender 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 evaEuatior report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specrncaliy addressed herein. CREEK TECHNICAL SERVICES. LLC. HeritageO Vintage® Basic Wind Speed (VL,i): (Phillipsburg) Basic Wind Speed (Vas,j): Deck (HVHZ): Deck (Non-HVHZ): Llnderlayment: Miry. 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. 19(32 in_ plywood or wood plank for new construction; Min_ 15132 in. pfywood existing construction- in onstruction_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 aftached using either "5 Nail Pattern' or "6 Nail Pattern" detailed below. -4r Y llSenL< �'y�?C 731x^" ';- (+--Eiji•: —�, �—!e. a._ --"� Figure 12. HeritageC Vintages, 5 Nail Pattern (non-HVHZ only) Figure 13. Heritagee Vintage' 6 Nail Pattern TBP15001.2 FL18355-R2 Page 801`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 wNch this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specincal3y addressed herein. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles Hip & Ridge Basic Wind Speed tV,i): Max. 194 mph (Frederick & Joplin) Basic Wind Speed (Vad): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed rein. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Beck (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. l.Jnderlayment: 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 FSC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind posure S! exposureFigure 1 here 5-1/8" ` Fastener FSer�er �� i - WI Figure 2 ! Sf Figure 3 1/4 Figure 14. Hip & Midge (Frederick & Joplin) TBF15001.2 FL18355-R2 Page g of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer steal€ notify CP,EFK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for vrhich this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. t° TMAKO BUILDING PRODUCTS TECHNIC_,%L SERVICES, LLC Asphalt Shingles Vintage@ Hip & Ridge Basic Wind Speed (V,i): Max. 194 mph (Phillipsburg) Basic Wind Speed (Vaso): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or good plank for new construction; Min. 15132 in_ plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed nein. 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 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 t 5! 'exposure —� Start Figure 1 Here 5" exposure Fastener Figure 2 r-tgure 3 Figure 15. Vintage& Hip & Ridge (Phillipsburg) TSP15001.2 FL18355-R2 Page 10 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 net express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS TNAKC} SU1DING 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 D 7158 applies to exposure 8 & C with a Building mean roof height of 33-€t or less. 5) Deck substrates shall be clears, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the Zaps shad water from the decks 7) Installation of the evaluated products shalt comply with this report, the FBG, 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 51" Fdition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 4t%Itf11111f1I/ 'Y Pi. fJ /�/E 4C., E { v No 74'021 .33 STATE OF S CERTIFICATION OF INDEPENDENCE 2015.12.14 /- 13:44:19 T05100t 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 awned, 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 TSP't5001.2 FLt8355-R2 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3_ The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report (foes not express nor imply warranty, installation, recommended use, or other product attributes that are not speciistally addressed herein. - `did •.�:.� a "3 4 ... 6C6 kome Log In User Registtetioa Hm Ttpics Submit Surcharge Stats. Facts Publications PBC Staff aCIS Site Map Links Search bProduct Approval r ' USER: Public user PLOdl.; Amari Al _1, ,,;> I _eL, ... >• _. ,...,:. s Application Detail FL 4 FL18355-R2 Application Type Revision Code version 2014 Application Status Approved Comments Archived Product Manufacturer TAMK4 Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-5844 Ext 2305 kern edenOtarnkc.corn Authurized Signature Ken -i Eden kerri—eden@tamko.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/PhoneJEmail Category Roofing Subcategory Asp halt 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 r ' S 55 R s D1 I i P15001 .L =BrC i01a D100 -C', = a;uatk hirgles.,,df 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 0, Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12119/2015 Date Approved 02/10/2016 Date Revised 05/09/2017 Summa of P lad r uce . FL # Model, Number or Name Description 18355,1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage WDodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation instructions Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes __---.. ,---,-- --- Impact Resistant: NIA Verified BY: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes f Other: See evaluation report for limits of use. Evaluation Reports Created by Independent Third Party: Yes flack = 11— Sd2tt4d Us _: 2fi0T O.Iair Stene Awad Tallahassee FL 3234 Ghb�-850-4t;7-1, 9,7a4 The state of Fkrnda is z AAjEED employer- Car n ht 2007.20,3 State of Florid _ :: [Privacy S,4tement _: Ac Szhility Statement :: Ke{und Statement Under Florida lave, email addrss�s ala public [wards. it you do not w"t your a -mail address released in tarpon V to a PUDA -records reauesr, do nni send ti=_ctmrlic +flail to this criEty. Instead, ceint the Office by phone or by t aditional mail. if you have any quiesticns, please contact $50.87.1395. 'pursuant to Section 455,275 , 0, Flunda bit_rtes, effective October 1, M2, #Icensees Fcensed under chapter 455, F.S. must provide the Depanmant with an email address 71 they have One. The emaiis provided may be used fit Or"cial communication with the licensee. However emaiE addresses are public record.. If you do not wish to supply a i>Pr#onaf address, please provide the Department with on email address which can be made available to the public. To derermine iryou are a fscensee under Chapter 455, F,5_, please click here . Product Approval Accepts; Credif Card Safe REEK TECHN1CAL'SE-RV3,CFf-;-, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS Standard 220 West 4`0 Street PRI Construction Materials Technologies (TST5878) jopiin, MO 64801 TAS 100 (417) 624-6644 Manufacturing Plants: Joplin, M© 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 -117-02-01 Certificote of Authorization No. 29824 17520 Edinburgh tar Tampa, FL 33647 (813) 480-3421 FLOPJI)A BuILDINCs CODE 5*" EDITION (2014) Category: Roofing Subcategory: Asphalt Shingles Cotte 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 Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP -343-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PRI Construction Materiais Technologies (TST5878) TAP -130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 103 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 TRS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-01 ASTM 0 6381 2008(2013)e1 PRi Construction Materials Technologies (TST5878) TAP -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2009 UL LLC (TST9628) 04NK24366 ASTM D 3462 2009 UL LLC (TST9628) 05NK28pQ5 ASTM D 6381 2008(2013)e1 UL 2390 UL LLC (TST9628) 06NK03898 ASTM D 7158 ASTM D 3161 2006d 2009 UL LLC (TST9628) 08CA59132 ASTM D 3462 ASTM D 3161 2009 2009 UL LLC (TS T 9628) 09NK07896 ASTM D 3161 2009 UL LLC (TST9626) 10CA50498 ASTM 0 3462 ASTM tD 3462 2009 2009 UL LLC (TST9628) 10CA64882 ASTAV1 D 3161 2009 UL LLC (TST9628) 11NK14014 ASTM a 33161 2009 UL LLG (TST9628) 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 2M9 ASTM d 3462 2009 Ti3P15001.2 FL183S5-R2 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3- The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is °aalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attdbutes that are not spec'rfically addressed herein. } CREEK TAMKO BUILDING PRODUCTS Asphalt shingles w T EC1- N$C,ikL SERVICES, LLC PRODUCT DESCRIPTtON Elite Glass -Seat@ 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self -seating, 3 -tab (Frederick, Joplin & asphalt shingle with fiberglass mat coated on moth 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) Heritage0 Premium (Frederick) Heritage@ Vintage® (Phillipsburg) Heritage0 Woodgate (Dallas & Frederick) Heritage@ Woodgate (Frederick) Hip and Ridge Shingles (Frederick & Joplin) Vintagea flip and Ridge (Phillipsburg) 12-114" 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. 12-114" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass mat Mated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only, 13-1W x 39-318", ASTM D 3161, Class F and ASTM D 7158, Glass H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-1f4" x 39-3f8", ASTM D 31661, 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 M 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, flip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 FL18355-R2 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Ruie 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, installatio=n, recommended use, or other product attributes that are not specificaily addressed herein, CREEK TECHNICAL SERVICEs, LLC INSTALLATION Elite Mass -Seal@ Basic Wind Speed (VA,): (Frederick, Joplin & Basic Wind Speed (Va d): Tuscaloosa) Deck (HVHZ): Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Nun-HVHZ): tlnderlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILbtNG 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 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 5-118 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 -118 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either '4 Mail Pattern" or "B Nail Pattern" detailed below, MAILS Area i 5•1{8" t BW it Figure 1. Elite Glass -Seal S Glass -Seal 4 Nail Pattern (Nan-HVHZ only) Ar------ ...............__...-.-"__t..__.---'.-....._...... a --_.i-..4_..._...___......._ T`_�_.�.�`�IlLi1f rr tDit jI J��ri�ie BuU Edge Figure 2. Elite Glass -Seal & Glass -seal 6 Nail Pattern TBP150o1.2 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, LC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report dues not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TEIc 9hlICAL SERVICES, L#..,.0 Heritage@ Basic Wind Speed (V,&): (Dallas, Frederick. Joplin, Basic Wind Speed (Vz,Sj) Phillipsburg & Tuscaloosa) Deck (HVHZ): & Heritage@ Premium (Dallas. Frederick Phillipsburg & Tuscaloosa) neck (Non-HVHZ): Heritage@ Woodgate (Dallas & Frederick) Underlaymerrt; Min. Slope: Installation (HVHZ): Instatlation (Ncn-HVHZ): TAMKC 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 F6C requirements; Solidly sheathed rein. 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. Installer) with 5-515 in_ exposure in accordance with PAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Mail Pattern" detailed below. Installed with 5-518 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or '6 Nal! Pattern" detailed below. 5-118'1 I NAIL ZON E COMMON BOND EXPOSU ISE 5-518" — 12-1 I2" — — 12-818' 12-112' �—V' Figure 3. Heritage@, Heritage@ Premium, and Heritage® Y'Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) NAIL ZONE COMMON BOND �'� �——1'�'`�— f—�,�—� �;°gF�-.}�- f—�;�'—►M—�—iii"-� '�--� s Figure A. Heritage(@ & Heritage@ Premium 6 Nail Pattern U 5-5 TBP15001.2 FL18355-R2 Page d 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 Ihroughcut 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 ShinglesTECHNICALSERVICES.LLC NAIL ZONE/ COMMON BOND FE)(P OS U R E 5 5,`8 1 " F7-1 /2 :`.x-7.1 i2'47-3/8" 7-1 /2 7-1 /2� M-1 "' �� Figure 5. Heritage@) Woodgate 6 Plait Pattern PAINT LINE, 7-718°' I 12_112^—..--*.1'1'ii-- FASTENERS Q Common Bond s ' " m iv Figure 6. Heritage0, Heritage®R Premium, & Heritage® Woodgate Alternate 6 Nail Pattern ACCEPTABLE — - `FASTENER LOCATION =' DO NOT FASTEN ALONG EDGE OF ------- --- -= ------ COMMON BOND PREFERRED FASTENER LOCATION L ZONE EDGE OF COMMON BOND EXPOSURE 5-5/8F1 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 TBP 1500'.2 FLi3355-R2 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20 The manufacturer shall notify CREEK Technicai 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 warrar ty, installation, recommended use, or other product attributes that are not specifically addressed herein. Heritage@ Premium Basic Wind Speed (V.1t): (Frederick) Basic Wind Speed (V,,e): Deck (H VH,Z); 51/21 Deck (tion-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): FASTE TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 rnph Max_ 150 mph In accordance with FSC requirements; Solidly sheathed rain. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements: Solidly sheathed min. 15132 In. plywood or wood plank for new construction: Min. 7/16 in. OSB existing construction. In accordance with F8G requirements. 2:12 and in accordance with FBG requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12, . installed with 5 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 instrucfions. Shingles shall be attached using either "4 Flail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE' COMMON BOND RE 55" n--- 11"- 12" ->► --11 "--� �--1 Figure S. Heritage@ Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE=.F FASTENERS COMMONBOND 5112" EXPO RE 5" 91/2" *--1 ie Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page 6 of 11 This evaluation report is provided for State of Flonda product approval under Rule 51G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for ankh this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifiral3y addressed herein- CREEK TEcHNICAL SERVICES, LLC Heritage RQ Woodgate (Frederick) 5-1%2` U Sasic `Hind Speed (Vuu): Basic Wind Speed (V,,d) Deck (Non-HVHZ): Underfayment: Min. slope: Installation (Nan-HVHZ): TAMK© BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed rein. 15/32 in. plywood or woad plank for new construction; Min. 7116 in. OSB existing construction. In accordance vvith FBC requirements. 2:12 and in accordance with FBC requirements, Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's {published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 (Vail Pattern" detailed below. 1T EXPOSURE S' --L-.j ± 12-318'r--�r-w 11" -� k-1 Figure 10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ COMMON BOND NAIL ZONE, COMMON BONC } FASTENERS 5.1;� EXPf3�l1RE Figure 11. Heritage@ Woodgate (Frederick) 6 )Vail Pattern TSP15CC1.2 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 notity CREFK 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 speci icatly addressed herein. MCREEK `i EGHNICA,t.. SERVICES, LLC Heritage@ Vintageg Basic Wind Speed (V,�i): (Phillipsburg) Basic Wind Speed (V,.d); Deck (HVHZ): Deck (Non-HVfAZ): Ander€avment: Min, slope: InstaKation (HVHZ): Installation (Ncn-I-IVHZ) TAMKO BUIIDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements: Solidiy sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction, In accordance with I=BC 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 1115 and manufacturer's published installation instructions. Shingles shall be attached using -6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or -6 Nail Pattern" detailed below. &rGxre a _ .e�xne � SSc=Lh Ex pD C s s^ F�'�ntts i iu.a Figure 12. Her€tage@ Vintage' 5 Nail Pattern anon-€-€VHZ only) 4r'- _,,IBpowm Figure 13. Heritage® Vintage' 6 Nail Pattern 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 shalt notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid_ This evaluation report does not express nor Imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. Hip & Ridge (Frederick & Joplin) Basic Wind Speed (VAt): Max. 194 mph Basic Wind Speed (Vwd): Max. 150 mph TAMKO BUILDING PRODUCTS Asphalt Shingles Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed rain. 19132 in. plywood or wood plank for new construction; Min- 15132 in. plywood existing construction. Deck (Non-HVHZ); fn 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 prevailing wind Start 5-118" exposure here— Figure 1 1 -'-;.< Fastener '-5-sa Figure 2 .rte exposureStart Fastener l 5-"73 Figure 3 �1 145 Figure 14. Hip & Midge (Frederick & Joplin) TSP15©01.2 FL18355-R2 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 81620-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Y k TAMKO BUILDING PRODUCTS TECHNICALE��d3CES, LLC Asphalt Shingles Vintage@ Nip & Ridge Basic Wind Speed (Vint): Max, 194 mph (Phillipsburg) Basic Wind Speed (V„d): Max. 150 mph Deck (f-IVHZ): in accordance with FBC requirements,- equirements,Solidly Solidlysheathed rein. 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; Nein. 7116 in. OSB existing construction. Underlayrrient: in accordance with FBC requirements. Min. slope: Instaflation: 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the F13C and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevaifing wind. Direction of prevailing wind t 5” exposure Start Here Figure 1 5" exposure er �" Y6 y+ Fastener Figure 2 =,' = Fastener 1/4" Figure 3 Figure 15. Vintage@) Hip & Ridge (Phillipsburg) TSP15GO1.2 FL18355-R2 Page 10 of 11 This eValuation ren or' is provided for State of Florida product approval under Rule 51G20-3_ 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. `.v CREEK TECHNICAL SE RVICE5, 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 ASTIVI 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 underiayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products Ifsted in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5°" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 101111111111", ,.� It, 'r \G E IVFCcSS j t. No 74021 it + STATE O% .icr OR t CERTIFICATION OF INDEPENDENCE 2015.12.14 1h 13,44.19 —05'00' 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 evaluat"ron. 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 T31`15001.2 FL18355-R2 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. orida Bull ding''ode Online � https://try .floTidabuilding,orWpr/Pl'app dtl,aspx.?param=wGBVX... CSN ��. a sC15 Hor , Log 11 Ilxer Regsiration Hot Topics $ubmi sureharye Stats & Facts putikatigns rK staff SOLS 91te Map Lir.KS Search Business -- ',1prodL?Ct{pprOVaii Professional usER. NbWliser . :. , .. Frodurr .pe ci,_va7_la.��}� RnSdz c[. =` Ap Rb7n Sea:rh x_tpy7 ilpt� Lit Appikztlon Detail FL R FL16043-R3 Application Type Revision Code Version 2611 AppNcatiorl Status Approved Comments Archived product Manufacturer TRI -BUILT Roofing Products Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 (261) 942-2449 david.ruiz@Obulltmate-'iaisgrotip.com Authorized S€gnature David Ruiz david.ruiz2ntribuiItmate nalsg roup.com Technical Representative David Ruiz Address/Phone/EmalB 250 Route 17 North East Rutherford, N3 67073 (201) 842-2449 da vid. ruizC'tribuiltma ten a Isgroup.com quality Assurance Representative Address/Phone{Email Category Roofing Subcategory Underlayments Compbance 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 -59156 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By Sohn W. Knezevich, PE Validation Checklist - Hardcopy Received certificate of independence Referenced Standard and year (of standard) I of 2 Ei,16042 R.� G`71_ 11� 'J._ L�S_i'dicm4rlen. pLf standard ASPM D1970 ASTM 5155 FRSA/TR1 April 2012 (04-12) ,AS 103 Year 2009 2005 2012 1995 5124,12016 9:58 AM .orida Building Code Online https:i/www.floridabLiilding,org/pr/pr_app _dtl-aspx?pua =wGEN/X_.. Equivalence of Product Standards Certified By Sections from the erode Product Approval Method Method 1 Option O Date Submitted 10/08/2015 Data Validated 10/19/2015 Date Pending FISC Approval 10/21/2015 Date Approved 1.2/15/2015 Summary of Products FL # Model, Number or Name Description 16048.1 TRI -BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No FLACK48_P3_[I_2015 10 f7vAi ER RI Approved for use outside HVHZ: Yes 6U?'_= INUtKLAYMENTS FL16,048-R3,fadf Impact Resistant: N/A Verified By: Robert Meminen PE -59166 Deslgn Pressure: +N/A/ -45 Created by Independent Third Party: Yes Other. 1.) The design pressure noted rierein pertains to use Evaluation Reports of foam -on the systems overtop the self -adhering __.- 3 A� zJ1a 10 FINALEPTRI_- underlayment for one particular application. See ER Section =. : _traDERLAYMENTSFL 1 iF48.-R1pdf 5.5 for details. 2.) Refer to ER Section 5 for other Limits of Created by independent Third Party: Yes Use, .bade '..tYock Contact us :: 12ajo.1fS.1tLM�htne Street- Ta14rh �F�37345 Phone: 350-037-1924 The FYI ate OF Florida Is an M!E€tl employee Sa4G77kLilC2R07-_2011.SIaie_9.1 F#151 PLiyauStatrment :: C'S4c".- �rLyY.51aSe nkM ;: RefunIt_5€.ateme+�t Linder FlAda gw, artier addresses are pubic records. If you do not want your e-malaWdreigs released In respotrse to a publk-reourds request, do not send elearonic mat tc this eritky. instead, contact the office by phone or by tradftienal mai l you have any questions, please corrtact 850.487.1395. 'Pursuant to Section 455.275[1], Florida Statutes, effeLttve october 1, 2012, licensees tcensed under Chapter 455, F.S. must prpVkle the Utpartment with an emal address If they have one- The emals provided may be used for offftlal mmmunimUnn with the rcenssee. HGwavIar emai addresses are pubdc record. If ycrr do not wIsh to suppty a personal addms, p➢e3se provide the Department with an emal address wNch can be made avalHok to the public- To determine F you are a licensee under Chapter 455, F.S., please Ock ham. Produ t� -A—p-p^roval Accepts: 11idN o. 2 of') 5/24/20 16 9:58 AM EVAWATI€iN REPORT Allied Building Products Corp. dba TRI- IJILT Roofing Products 9050 Louisiana Street Merrillville, IN 46410 SCOW EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT ##13 OXFORD, CT 06478 PHONE: (203) 262-5245 FAX: (203)262-4243 Evaluation Report A42960.10.12 -R3 FL16048-R3 Date of Issuance: 10125/2012 Revision 3: 10/08/2015 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5"' Edition (2014) Florida Building Code sections noted herein. DESCIUPTION: TRI -BUILT Roof Underlayments LABELIN45: 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. Tr'Inityj ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT., The Evaluation Report number preceded by the words "TrinitylERD 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 Na_ 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE.- 1. NDEPENDENCE:1. Trinity IERD dues not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. P. Trinity I ERD is not owned, operated or cant€o4led 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_ d. Robert Nieminen, A.E, does not have, nor swill acquire, a financial interest in any other entity involved in the approval process of the product, 5. This is a building rude evaluation. Neither TrinitylERD nor Robert {Nieminen, P_E, are, in any way, the Designer of Record for any project on which this Evaluation Deport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. Gam. _ �� .•'_ • V',''t ^:' _-- •'�%'~-,�' The racsitri!e seatappwni; g was avrharized dy Rohm N.emmea, r�Jt,,,' s'�. P.E cn IA;fl�t2015.?his dots not senna as ap el-Clmniml'y signed document. signed, sealed ha�dcapl-ha✓e been t-5.,:ted tethe Product Apprmval Adm—strains and m the named diem CERTIFICATION OF INDEPENDENCE.- 1. NDEPENDENCE:1. Trinity IERD dues not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. P. Trinity I ERD is not owned, operated or cant€o4led 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_ d. Robert Nieminen, A.E, does not have, nor swill acquire, a financial interest in any other entity involved in the approval process of the product, 5. This is a building rude evaluation. Neither TrinitylERD nor Robert {Nieminen, P_E, are, in any way, the Designer of Record for any project on which this Evaluation Deport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING COMPONENT EVALUATION: 1. 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_ Z. STANDARDS: Section Property Standard Year 1507.2.4,1507,2.8,1507-2.9.2, Physical Properties ASTM D1970 2009 1547-4.5.1, 1507.5.3, 1507.7.3 1544.6 Accelerated Weathering AST?v1 G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012 fO4-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entiiy Examination Reference Date ERD (TST6049) Physical Properties 540540.02.13-1 02/1912013 ERD (TST6049) PhysicalProperties 540540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST6049) Physicai Properties 544874.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (T5T6049) Physical Properties 544874.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.42.14-1-111 05/14/2014 ERD (TST6049) Physical Properties 543530;05.14 05/28/2014 ERO (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC9520-04.15 05/27/2015 UL, LLC. (QUA9625) Quality Control Multiple -Listing 815814 09/04/2015 UL, LLC. f QUA9625) Quality control Service Confirmation Exp. 10/16/2017 4. PRODUCT DEs[ftIPTION: 4.1 Self -Adhering Underlayments: 4.1.1 Tri -Built Sand -R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumenn, roof underlayment, with a 36 -incl! sheet width. 4-1.2 Tri -Built SIA HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SHS modified bitumen roof underlayment 4.1.3 Tri -Built Smooth HT 5/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, 585 modified bitumen roof underlayment. 5. LiMITA-RUNS: 5.1 This is a building code evaluation. Neither Trinity 4 ERD nor Robert Nierninen, 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, LLC Evaluation Report 042560.10.12-R3 [en,11kate Of Aulkwization Y95U3 FL16b48-R3 Revision 3: 10/08/2015 Page 2 of 5 Oay w, �F � 5-4 TRI -BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FSC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayrnents are as follows: TABLE 1. RooF COWR f3PTIONS Underlayment Asphalt Shingles Nall -On rite Foam -On The Metal Wood Shakes Slate & Shingles i Tri -Built Sand -RR SAShingle Yes No Underlayment I �1 No No l Yes Yes Tri -Built 5/A HT 7U - - Yes Underlayment Yes —..--- -__ Yes See 5.5.1 Yes Yes Yes Tri -Built Smooth HT S/A Underlayment —� Yes Ne rNo Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion / long terra 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 (FL6332) or Dow TileBand— Roof Tile Adhesive (FL717) 5.6 Allowable substrates are noted below: 5-5-1 Direct -Bond to Deck: Tri -Built Sand -R 5A Shingle Underlayment, Tri -Built S/A HT TU Uncierlayment or Tri -Built Smooth HT 5/A Underlayment applied to: r Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM 041 primed structural concrete. While not required over plywood, O5B 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 056 prior to installation of the self - adhering underlayment- 5-61 Bond -to -Insulation: Tri -Built S/A HT TU Underfayment applied to: Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installaalons under foam -on the systems, insulation attachment shall be designed by a qualified design professionai 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 11 felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on the systems, base layer shall be attached per minimum requirements of FRSA/TRi April 2012 (04-12). Exterior Research and Design, LLC. Evaivation Repast A42960.10.12 -R3 Certifkate of kuthorizotion M03 FL16"& R3 Revision 3: 30188/2015 Page 3 of 5 TRINITY END 5.6.4 Wind Resistance for Underlayment $ stems in Foam -On Tile A licat-sons: FRSA/TRI April 2012 (04-12) dares not address wind uplift resistance of all Underlayment systems beneath foam -on the systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underiayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications- Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FSC 1504.9 has already been applied). Refer to I=BC 1609 for determination of design wind pressures. 5.6.4.1 Maxirrrum Desiesi Pressure = 45 0 psf. Deck: Min- 15x'32 -inch plywood to meet project requirements to satisfaction of AHl. Primer: (Optional) ASTM D41 Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. 5.7 Exposure Limitations; 5.7-1 Tri-Buift Sand -R SA Shingle Underlayment or Tri-Suilt Smooth FIT S/A Underlayment shall not be left exposed for longer than 30 -days after installation 5.7.2 Tri -Built S/A HT TU Underlayment shall not be left exposed for longer than 180 -days after installation. 6. INSTALLATION: 6.1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri-8uiit Sand -R SA Shingle Underlayment, Tri -built VA, HT TU Un erla mens or Tri -Built Smooth HTS A Underlayment: 6.3-1 Shall be installed in compliance with the requirements for ASTM D197€3 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: White 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 roil 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 -lads shall be sealed using either heat -welding or hot air welding techniques, When installing at slopes above 8:12, Allied Building Products Corp recommends back -nailing in the overlap area at the top of the sheet at 12 -inch o.c. For Valleys and Ridges: Cut underlayment into d 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 A lications Tri --Built S/A HTTU Underly meat onl : Reference is made to FRSA/TRI Apri# 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 the slippage and/or damage to the underiayment. Exterior Research and Design, LLC. Evaluation Repan A42960-10.12-R3Certificate of Authorization 99503 F 11604& R3 Revision 3: 10108/2015 Rage 4 of 5 7. BUILDING PERMIT REQUIREMENTS. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the in5tailation of this product. B- MANUFACTURING PLANTS: Contact the noted CA agency for informatiorl on ;product locations covered for F.A.C. Rule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: LIL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATWN REPORT - Exterior Research and Resign, LLC.. Cerci/i[arle of Authprtiativn d95t73 €vaivatlon Report A42960.10.12 -R3 FU50WR3 Revision 3: lq(08j2Fi15 Page 5 of 5 orida Building Code Online https:/ vvww,floTidabuilding.org/pr/pr_aPP dtl.asF9par�lm=wGEVY... L•f�JduG Apprcvui I �APII 3 pip'tUct CF. bpj) 'JR s" 0 >' VC Y't�4 tL^"'i > APPbMtWn T:1Ct8k FL *-FL16048-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product MianufaCturer TRI -BUILT Roofing Products Address/Phone/Ernail 9050 Louisiana Street Merriilville, IN 46410 (201) 842-2449 david.ruiz[ ttribuiltmateriaisgroup.ccm Authorl2ed Signatur= David Ruiz david.ruia,g)tribuiltmaterialsg roup.com Technical Representative David Ruiz Address/Phone/Entaff 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2419 david. ruizCc tribuittma teria Isg roup.com quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlavments 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 1011612017 Validated By John N. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and year (of Standard) FL 60a _R3 CDl 2=31.5__Q"a_COi_Idi rr nen,psf UU-4ard ASTM D1970 ASTM G 155 FRSA/TRI April 2012 (04-12) TAS 103 Year 2009 2005 2012 1995 5/2412016 9.58 AM. _. BCtS Han Log in User Rey-ilratlan Pint Ta Pies SuDmt Surcharge Stats & FactS Pubikathns FK- Staff 5ClS SRe vnaF unxs S-1, Business Pr �Ei®V71 NbApproval { ofessi i{ al k:, :n�USEER; L•f�JduG Apprcvui I �APII 3 pip'tUct CF. bpj) 'JR s" 0 >' VC Y't�4 tL^"'i > APPbMtWn T:1Ct8k FL *-FL16048-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product MianufaCturer TRI -BUILT Roofing Products Address/Phone/Ernail 9050 Louisiana Street Merriilville, IN 46410 (201) 842-2449 david.ruiz[ ttribuiltmateriaisgroup.ccm Authorl2ed Signatur= David Ruiz david.ruia,g)tribuiltmaterialsg roup.com Technical Representative David Ruiz Address/Phone/Entaff 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2419 david. ruizCc tribuittma teria Isg roup.com quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlavments 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 1011612017 Validated By John N. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and year (of Standard) FL 60a _R3 CDl 2=31.5__Q"a_COi_Idi rr nen,psf UU-4ard ASTM D1970 ASTM G 155 FRSA/TRI April 2012 (04-12) TAS 103 Year 2009 2005 2012 1995 5/2412016 9.58 AM. arida Building Cade Online https-./iwww.ftoridabuilding.orgiprlar_app_dti.aspx?param=wGEVX... Equ)vdience of Product Standards Certified By Sections from the code Product Approval Method Method 1 Option D Date Submitted 10108/2015 Date Validated 10/19/2015 Fate Pending FSC Approval 10121/2015 Date Approved 12/1512015 Summary of Products FL # Model, Humber or Name DesCription 16048.1 TRI -BUILT Roof Underiayments Self -adhering, modified bitumen roof undertayments Limits of Use Installation Instructions Approvetl for use In HVHZ; No FL16048 R3 11_2015 10 "INIAL ER TRT - Approved for use outside HVHZ: Yes EUI i ! NL)ERLAYMFNTS FL16-048 FZ.3.,pdf Impact Resistant: N/A Verified By: Robert Niernmen PL -59166 Design Pressure: +N/A/ -145 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 _,_ 6n43_R3 AE 2013 ]U_FINAL ER TRI- undertayment for one particular application. See ER Section n,-!!L.--I,INLiERLAYMFNTS -,-S48-R3_pdf 5.6 for details. 2.) Refer to ER Section 5 for other Limits of Created by independent Third Party: Yes Use. Back; 'rFext CpntaCt_1,15. ;: 142q ��,. Street. LOat cxe �L 3239g ,�p,Re: 856187-1824 The State of Florida Is an M1EE0employer. tpyr�p,[_7 QQ7-201,15iat5 4�-F�Rt :: MyaKy Statement :: 6pc G 6y Statement :: Re13h j emend Under Fbr4a law, ernaf address S are public records. 4f you do not want your e-rna& address released in respQr" to a putilk-retards request, do not send eIectmnk mat to this entity. Instead, contact the otrice by phone or by tiadRbnal mai If you have any questions. please Contact 85t.457.1345. 'Puisuadt to Sedi3n 455.275(1), Fbrtda Statutes, effective 0ctcber 1, 2032, kefrte5 licensed under Chapter 455, F.S. must WGYde Me Deparment with an emaH addraSs r they hate one. The emafs provided may be used for off4elal communication with the "nw. However emaf addresses are pubtk record. If you do not wish to suppiy a personal address, please pmvM the Department with m emaf address which Can he Mede aveliat ie to the puW. To determine If you are a kxng�-'e Under Chapter 455, F 5„ please dick herd. pr`edLKIApp .l Accepts.: l I �,` Im ir:1P` 2 of 2 5/24/2016 9:59 AM EVALUATION REPORT Allied Blanding Products Corp. c1ba TRI -BUILT Roofing Products 5050 Louisiana Street Merrillville, IN 46410 SCOPE: EXTERIOR RESEARCH & DESiGN, LLC. Certlf tate 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. DrSCRIPTION: Tits -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 requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. AcsvER,tIsEMENT: The Evaluation Report number preceded by the words "TrinityJERD 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 distributers and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages ] through 5_ Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANF1983 � •At ,.is �^J �i ,�`.r 7,ie (acsiln�,le scalap pearng auch seas vriztd by Robert �Nemmtn. �'°:has„;i'�• P.E-nss10/06/2675. th{s does nw salve as anetec�.roniolly signed dacumenz. Signed, sealed hardcupies eve been [ ansmiaed to the Produzl A,ppraval Admin,51ralr-d [othe named diem CERTIFICATION of INDEPENDENCE 1. TrinitylERD does not have, nor does it intend to aogWre or will it acquire, a financial interest in any Company manufacturing or distributing products it evaluates. 2. Trinity l Edo 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. R,F ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Suss -Category: Underlayment Compliance Statement: TRI -BUILT Roof Underlayrnents, as produced by TRI -BUILT, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards, Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, 1507.2-5, 1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1., 1507.5.3, 1507.7-3 1504-5 Accelerated Weathering ASTMG155 2005 1507.3.3 installation Practice FRSA/TRI April 2012 (04-12) 2012 1523.6.5.2.1 Physicat Properties TA5 103 1995 3. REFERENCES: Entrtv Examination Reference Date ERD (TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD (T5T6049) Physical Properties 540540.31.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03-14 03/26/2014 ERD (T5T6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST6049) Physical Proper -Lies 544870.04.14-3 04/02/2014 ERD (T5T6049) Physical Properties 544370.04.14-1 04/10/2014 ERD (T5T6049) Physical Properties 544870.04.14-4 04/10/2014 ERD iTST6049) Physical Properties 543530.02.14-1-111 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties 540549.10.14 10/31/2014 ERD (TST6049) Physical Properties 5C7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 45/27/2015 UL, LLC. (QUA9625) Quality Control Multiple- Listing 916814 439/'04/20-15 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp- 19/16/2017 4. PRODUCT DESCRiFrrlo .i: 4.1 Self -Adhering Underiayments: 4.1.1 Tri -Bunt Sand -11 SA Shingle Undedayment is a self -adhering, glass -mat reinforced, sand -surfaced. SBS modified bitumen roof undedayment, with a 36 -inch sheet width. 4.11 Tri -Built SIA 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, SHS modified bitumen roof underlayment- S. UmITATIONS: 5.1 This is a building code evaluation. Neither Trinity[ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Rerord 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, LLC. Evaluation Report A429130.11J.I2-R3 Certlfocote a/Auth, lratian#9503 FL16040-R3 Revision 3:10/08/2015 Page 2 of S SA TRI -BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBG approval documents. If not listed, a request may be made to the AHJ for approval bases} on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: T.aai,E 1: ROOF COVER OPT101y5 i Underlayment { Asphalt Nall -On Tile Foam -On Tile Metal Wood Shakes Shingles _ & Shingles Slate Tri -Built Sand -11 SA Shingle j Underlayment I Yes Ivc No No Yes { Yes rTri-Built S/A HT TU Yes Underlayment Yes Yes Yes Yes Yes L—.----- _--- See 5.5.1 Tri -Built Smooth HT 5/A i Underlayment Yes No No Yes Yes ( Yes 5.5.1 "Foam -On Tile" is llrne ted to use of the following Approved the adhesives unless tensile adhesion 1 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 (FL6332) or Pow 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 FIT SIA Underlavment applied to: Plywood; ASTM D41 primed plywood; OSS; ASTM D41 primed OSB; 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. 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: 3 Dens Deck Prime; SECU ROCK Gypsum -Fiber Roof Board. For insta#lation 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 tale systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underiayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. 5.6.3 Bond to Mechanically Attached Base Layer: ➢ ASTM €)726, Type I or Il felt. For instaliations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on the systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12). Exterior Research and Design, LLC. Evaivatlon Report A42960.10.12-113 rertilkWe of huths,izatioi 09503 Ft1604&R3 Revision 3:1010812015 Page 3 of 5 TRINITY E . 5.6.4 Wind Resistanee for Underly went Systems in Foam -tan Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on the applications. Maximurn 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 Desi n Pressure = -45-0 j2sf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AH1. Primer: (Optional) ASTM D41 Underlayment: Tri -Built 5/A HT TU Underlayment, self -adhered. S.7 Ex osure Limitations: 5.7.1 Tri -Built Sand -R 5A Shingle Underlayment or Fri -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 1807 -days after instalfation. 6. INSTALLATION: 6.1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT published installation requirements subject to the Limitations set forth in Section 5 herein. and the specifics noted below - 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri -built Sand -it SA Shingle Underly ent Tri -Built $/A HT TU Underlayment or Tri -Built Smooth HTS A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D197G underlayment in F8C 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 siated 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 mernhrane 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 aver -granule egad -laps shall be sealed using either heat -welding or hot air welding techniques. When installing at slopes above 8:12, Allied Building Products Corp recommends back -nailing in the overlap area at the top of the sheet at 12-1nch o.c. For Valleys and Ridges. Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri -Built S/A HTTU„Underlayment only)_ Reference is made to FRSA/TRi April 2012 t04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideiine. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Exterior Resoarth and Design, LLC Evaluatlon Report A42960.10.12 -R3 Certificate of Authorization #95503 FL16048-R3 Revision 3: 10/08/2015 Page 4 of 5 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in carder to properly evaluate the installation of this product, S. MANUFACTURING PLANTS: Contact the noted QA agency for information ors product locations covered for F.A.C. Rule 9N-3 QA requirements. 9. QUALITYASSURANCE ENTITY: LK, LLC — QUA9625; (314( 578-3406; k.chancelior@us.ul.C€ m - END OF EVALUATION REPORT - Fxterior Research and Vesign, LLC. Evaluation Report A4296a.10.12-R3 Cerfi/itvie of Authorazariorr #9303 FL16049-R3 Revision 3:10/08/2019 Page 5 of 5