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Home My WebLink Aboutdoc07408220200403153955All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 4/3/2020 Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce Ft 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Permit Number: Building Permit Application Commercial Residential PERMIT TYPE: Shingle Re -Roof i PROPOSED IMPROVEMENT LOCATION: i Address: 21 Lake Vista Trl. Project Property Tax ID #: 3422-500-0000-000/0 Site Plan Name: Vista St. Lucie Bldg 21 Project Name: Shingle Re -Roof Bldg 21 Lot No. Block No. ! DETAILED DESCRIPTION OF WORK: I Remove and dispose of exisiting shingle roof down to plywood decking, renail deck to code, install 30# to code, install IKO cambridge Architectural shingle roof system to code. � CONSTRUCTION INFORMATION Additional work to be performed under this permit- check all that apply: _Mechanical _ Gas Tank _ Gas Piping _ Shutters _ Windows/Doors Electric _ Plumbing _ Sprinklers _ Generator 'z- Roof Pitch Total Sq. Ft of Construction: Cost of Construction: $ 64,898.00 Sq. Ft. of First Floor: Utilities: —Sewer _Septic Building Height: OWNERAE�SSEE: CONTR-A-TC�TOR: Name Yr �, Name: `esus Vaso�I Q - IgVL�'- t Address: I I City: Uu State: _ Zip Code: qq Fax: (,, Phone No. - lL Company: tai -k\ NPs\M .lid" A!\ ZQ A�:� i Addresst:,3LA0 � �tV 1 �� c5� City:(S t cywt Zip Code: ��C-7a�gj No State: Fax:! 11 � 1 `� [ `fAL9 E -Mail: LU COMCASt W&Phone Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail(f \�Q,�(Y� �� -4- (` . yA State or County License C 13Z"I`J3tt7 rr,,Y((3t 4 It value of construction is 52500 or more, a RECORDED Notice of Commencement is required. If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required. 3. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Name: Not Applicable MORTGAGE COMPANY: Not Applicable Name: Address: Address: City: Zip: Phone State: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Name: Not Applicable BONDING COMPANY: Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. 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 COMMENC ENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. !F/YOU IriTENJU TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOrUR NOYJC F COMMENCEMENT." Signature of 0t�r/46ssee/Contractor as Agent for Owner I $(gKature of Z6ntract�r/LiceMklHolder STATE OF FLORIDA TATE OF FLORI COUNTY OF OUNTY OF . �15•Npl; � �pr: 'n�' :.� The forgoing instrument was acknowledged foreI=— ' o .,, �: he forgoing instrument was acknowledged b fore this dayof ` 20 fi�a� his da ofy�eD202 R Tim �A C�Y l .'f 3 0 ��JVJ Ylt w 3 v Name of person making statement. � 3 3 - am e of person making stat ent. a x Personally Known OR Produced Identificati K ersonally Known '%� OR Produced Identificati Type of Identification 1 ype of Identification 1 Produced l `l Z n �' roduc d Ll1 T 0 ////�J/'d�/] TA)A-, / O p P O 0 0 O� ig CL gture of NJota'ry Public- State of Florida ) mission No. JU �^^�lJ (Seal) REVIEWS FRONT ZONING COUNTER REVIEW DATE RECEIVED DATE COMPLETED ev. 2/7/19 5a`fure of Notar(y�Public- State of Florida ) mission No. �1 `iv (Seal) SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE REVIEW REVIEW REVIEW REVIEW REVIEW All American Roofing & Coating of Florida, Inca 340 SE Seville St Stuart, F1. 34994 CCC1329384 February 6. 2020 Vista St. Lucie Association, Inc. 30 Lake Vista Trail Port St. Lucie, FL 34952 Contact: Tom McIntyre Phone: 772-873-6632 Email: vistastluci@comcast.net SHINGLE REROOF PROPOSAL Jobsite: Building 21 Lake Vista Trail Port St. Lucie. FL 34952 -:all American Roofing, will remove and dispose of existing, Shingle roof down to plywood sheathing. -AAR will inspect existing plywood sheathing and re -nail according to code. -AAR will replace up to five (5) sheets 5,/8" CDX plywood if needed, N/C. -AAR will install an ASTM 304 felt underlayment, nailed and tin -tagged to code. -AAR will install 26ga. galvanized, baked on paint finish, accessory metals. -AAR will install a IKO Cambridge Limited Lifetime Architectural Shingle, fastened to code using, six nails per shingle. -AAR will procure permit and remove all roofing debris upon completion. -AAR will provide a 7 -year Workmanship Warranty and any applicable Manufacturers' Warranties upon final payment. --AAR will install additional fasteners to existing straps to bring up to code. -AAR will repair and/or replace catwalk soffit as necessary. We will furnish labor and materials for the sum of; 564,898.00 Notes: 1) .any Work done beyond the scope of this contract will be invoiced additionally and separately. (Please See TYood & Labor Addendum &.lob Overview) INITIAL: 2) if additional roofs are discovered under the existing roof during, the tear off process, additional charges including landfill fees, will incur for each additional roof to be torn off. y INITIAL: 3) No verbal promises made by any representative of this company are binding unless contained in the Agreement. 4) Please note that price listed above is a "cash" price. If an alternative payment method is selected, additional fees and/or charges of 3.5% will apply. Please discuss payment methods at time of signing. INITIAL: v TERMS: This Proposal becomes a Contract upon signing. Service will begin when the signed Contract and Notice of Commencement and a 30%n deposit are received. Progress, 40% of the contract price is due. Upon completion of job the remaining 30% of the contract price is due_ if final payment is not recti -ed within 14 days of completion, Homeowner/Contractor will incur interest charges of 3.5% of the balance due. If legal action is required to obtainfind payment, homeowner will also be responsible for payment of all legal fees incurred by All American Roofing and Coating of Florida. All American Roofing will not be responsible for gutters or roof mounted objects such as Solar Panels. Presented by, -;,Jesus Vasquez, Jr. Accepted by: Authorize All American Roofing & Pres./Sec./Treas'� re Date: JI of Florida, Inc. —A Florida Corp. *Price quoted is valid for 15 days beyond receipt of this proposal Office: (772) 781-4410 Email: office(a1A11AmericanRoofer.com Fax: (772) 781-4408 M L m JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4691793 OR BOOK 4401 PAGE 503, Recorded 03/26/2020 09:43:02 AM Permit No. State of Florida, County of St. Lucie w NOTICE OF COMMENCEMENT Property Tax iD No. The Undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information jis provided C d in this Notice of Commencement. Legal Description of property and address if available V i :.] i} - t-1 v1-" Gu d -f B�'�^ - Z J , . – t . _ _ r -•f I . '—i interest in property: Homeowners Associsation/ Property ......._— Fee Simple Title holder (if other than owner) Address All American Roofing & Coating of FL Phone # 772-781-4410 Contractor Address 340 SE Seville St. Fax # 772-781-4408 Surety Phone # Address Fax # Amount of Bond Lender Phone # Address Fax # Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (a) 7., Florida Statues: Name Phone # Address Fax # In addition to himself, owner designates Phone # Fax # 0 o gceive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. Expiration date of notice of r < meneement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: 5�^ PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER v „ u j aI-1 ENTS UNDER CH.'713.13, F.S., AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE W � W (:I) MENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FiRST INSPECTION_ 1F YOU INTEND TO OSTAN z a'.E E NCTNG. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMEN TNG WORK OR RECORDING YOUR NOTICE OF Z 2 v{20 MENCMENT- -^--- v OwnerfLessee, or Owner's orLessee's Authorized OtficerfDtrectorlPartnerfhtanagerf Signature Propety Apprasier Signatory's Title/OMce State of Florida, County of Martin Acknow before me this za , day of Ma U 20 20 by Thomas McIntyre who ITP on lly known me or who has produced personally known 11A I Jennifer Coutinho ignature of -Notary Type (i� or Print Name /�otf�Notary Title: Notary V Public Commission Number J� WVD as identification. (Seat) ;,I[t BI(LRrlfrLilllTiasnocr'n.\I1111RUI'll CORHH(a(OPlOF1\oePtcl,V_RECORIIaR '„ Digitally S'gned by The Honorable Joseoh E nocc\Er:.r aanORlzsn B}t(\rto xr aFcaxueunl:eut:o.In ACrr.}L1} RECORDen Ok Fn.Eo11 ''r '-. Date: 20'20.03.26 Oy 45:15 04:00 ME OFFIU Ot nIE sr.n(IE COI- Nn urxl:OFHIEC12CUlT (nrur. ° $�'- Reason: Electronica ll_r Certified Cooy i11I1 iIIM \i!\t' \IAS' li \\t i.t-I)AC-11()\S 11 RLQLIRED B} L\\}', n 1 '; • 1.. ,(-`inn• 7(11 '-h Tnri=�. Ri;,,-ar ?lr. Fn rt stmt -h a;Fr o. PT =,aa,n 3/25/2020 Florida Building Code Online LkProduct Approval Pr <� USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search, Code Version 2017 FL= 7006.1 1 BCIS Home Loc In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search LkProduct Approval Pr <� USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search, Code Version 2017 FL= 7006.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# — Type Manufacturer Validated Status BY FL7006- Revision IKO Industries Ltd Locke Approved R10 FL#.FL7006.1 Bowden History. Model: Cambridge, Cambridge HD, Biltmore and Biltmore HD P. E. Description: Laminated architectural fiberglass asphalt shingle manufactured at IKO's (334) Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. 300-1800 plants Category: Roofing Subcategory: Asphalt Shingles `Approved b 11 y DB1. P 11 R. Approvals b 11 y DBPR s 11 hall be 11 reviewed and ratified by the POC -and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. Pursuant to Section 455.275( I Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455. F.S., please click here_. Product Approval Accepts: Creel: Card Safe https://www.floridabuilding.org/prfpr_app_lst.aspx 1/1 R79IF&I I agii d W Z G=4 :I F11 --Aw TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: j 1) IKO Shingle Application Instructions — 3 -Tab Shingles (EN-3Tab—Appins_ 8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions (EN-Laminated_Appins-8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions (EN-HipandRidge12-3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions (EN-3LEP-Tri-2012-06—reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. r' Signed: _ i Signed: Brad Grzybowski Duc T.;N uYen Managing Director Florida Registered Professional Engineer P.E. Number: 65034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3 -Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application instructions D) IKO Leading Edge Plus Application Instructions IKO-187-02-01 PRI Construction Materials Technologies, LIC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: matenalstestino@pricmt.com WebSite: http 11"r v.pricmt.com IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3 -Tab Shingles (ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONDUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES SEALING STRIP w �N NAILS NAILS DO NOT NAIL INTO ORABOVETHE SEALING STRIP PRI Construction Materials Technologies. LLC. 6412 Badger Dnve Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: matenalstesting@pricmt.com WebSite: htIp;'Nrv✓w.pncmt.ccm IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions (ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONDUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1 " diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". NAIL LINE NAILING - STEEP SLOPES APPLICATION Use six nails as shl',,aii PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: matedalstestina@pricmt.com WebSite: http:'/www.pncmt.com IKO Installation instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions (ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAIL -URE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. �• i iF^ER GUT f\ t 1 PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621.5840 e-mail: materialstesfinogpricmt.com Website: httpai%wAV.pricmt_com IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions (ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 13 1/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Pius strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail matenalstestingepricmt.com WebSite: http !m"v,oncmt.com 4(3/2020 Florida Building Code Online BCIS Home Loa in User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCTS Site Map Links Search db((( s$� Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Searcy Code Version 2017 FL# 11602.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Type Manufacturer Validated By Status FL11602-R10 - Revision Owens Corning Roofing and Asphalt, LLC John W. Knezevich, PE Approved History FL#: FL11602.1 (954) 772-6224 Model: Titanium Roof Underlayments Description: Synthetic sheet -type roof underlayments Category: Roofing Subcategory: Underlayments *Approved by DBPR. Approvals by DBPR shall be reviewed and 11 ratified by the POC an the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The =_mails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: leu' ,Fr.ce Cred' Circ} Safe https:/'www.fforidabuilding.org/pr/pr_app_lst.aspx 11 0 ENGINEER EVALUATE TEST Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 CONSULT CERTIFY v� Owens Corning Roofing •Asphalt,• Report CorningOne Owens •0 Toledo, OH 43659 (740) 321-6345 Date of Issuance: 11/03/2008 Revision 11: 10/17/2019 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Titanium" Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC 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 "NEMO ( etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: Robert J.M. Nieminen, P.E.✓gti ; ^ a;, r ' The facsimile seal appearing was authorized by Robert Florida Registration No, 59165, Florida DCA ANE1983 ''' ;;;;;`4 '` Nieminen, P.E. on 10/17/2019. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither NEMO ETC, LLC 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. 02018 NEMO ETC, LLC ROOFING COMPONENT EVALUATION: s Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Titanium" Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the intent of the following sections of the 6 1 Edition (2017) Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Property Standard Year 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1, R905.1.1 Exception Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1, R905.1.1 Exception Tear Strength ASTM D1970 2015 1507.1.1, T1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 TAS 110 Accelerated Weathering ASTM D4798 2011 TAS 110 Pull-through resistance TAS 117(6) 1995 Entity Examination Reference Date ERD (TST6049) Physical Properties 115010.04.09 04/29/2009 ERD (TST6049) Physical Properties 115010.05.10 05/14/2010 ERD (TST6049) Physical Properties 135520.06.11 06/15/2011 ERD (TST6049) ASTM D226 138010.08.11 08/11/2011 ERD (TST6049) Wind Uplift 135520.08.11-1 08/12/2011 ITS(TST1509) ASTM D226 311801000Q-003 04/26/2007 ITS(TST1509) ASTM D226 3130639COQ-002A 08/21/2007 ITS (TST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS(TST1509) ASTM D226 101823107COQ-011 01/23/2015 ERD (TST6049) Physical Properties (NH) 4j-OC-19-SSUDL-01.A 06/14/2019 Owens Corning Product equivalency Declaration 06/18/2018 PRI (TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-331-02-02 10/03/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-332-02-02 10/03/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-334-02-02 10/03/2017 PRI (TST5878) FRSA/TRI April 2012 (04-12), partial OCF-343-02-01 11/09/2017 PRI (TST5878) ASTM D4798 OCF-341-02-01 11/27/2017 PRI (TST5878) TAS 117(6); Pull-through OCF-422-02-02 04/03/2018 PRI (TST5878) FRSA/TRI April 2012 (04-12), partial OCF-425-02-01 08/13/2018 PRI (TST5878) ASTM D226 /ASTM D4798 OCF-331-02-01 R1 05/07/2019 PRI(TST5878) ASTM D226/ASTM D4798 OCF-332-02-01 R1 05/07/2019 PRI (TST5878) ASTM D226/ASTM D4798 OCF-334-02-01 R1 05/07/2019 PRI (TST5878) UL1897 1378TO02 07/10/2019 PRI (TST5878) Tensile adhesion OCF-507-02-01 08/13/2019 ITS (QUA1673) Quality Control ITS Listings Current ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 NEI410 ETC, LLC Evaluation Report 111980.11.08-Rll Certificate of Authorization x:32455 6T' EDITION (2017) FBC NON-HVHZ EVALUATION FLI-1602-RIO Titanium Roof Underlayments Revision 11: 10/17/2019 Page 2 of 8 5.5 Allowable Roof Covers: TABLE l: ROOF COVER OPTIONS NEIV O ETC, LCC Evaluation Report 111980.11.08-1311 Certificate of authorization #32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11: 10/17/2019 Page 3 of 8 Asphalt Wood Shakes Underlayment Shingles Nail -On Tile Foam -On Tile Metal & Shingles Slate Yes I Titanium PSU-30 Yes Yes Yes Yes Yes (See 5.5.1) Titanium UDL-25 Yes No No Yes ( Yes Yes Yes Yes Titanium UDL-30 Yes (Base Sheet in 2 -ply (Base Sheet in 2 -ply Yes Yes Yes system) system) Titanium UDL-50 Yes No No Yes Yes Yes NEIV O ETC, LCC Evaluation Report 111980.11.08-1311 Certificate of authorization #32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11: 10/17/2019 Page 3 of 8 NNEMOJetc. 5.5.1 "Foam-On Tile" is limited to use of following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS' Underlayment Adhesive Florida Product Approval Titanium PSU-30 DUPONT Tile Bond" FL22525 ICP Adhesives Polyset6 AH -160 FL6332 ICP Adhesives Polyset'� RTA -1 FL6276 5.6 Allowable Substrates (for self-adherin TABLE 2: SUBSTRATE OPTIONS i Underlayment Primer Substrates (Optional) ASTM D41 plywood Titanium PSU-30 None ASTM D226 felt ASTM D41 Titanium UDL-30 None Titanium UDL-30 (inverted) 5.6.1 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure = -45 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 Underlayment: One or two plies, Titanium PSU-30, self -adhered and back -nailed max. 6" D.C. with 12 ga. galvanized annular rink shank nails through 32 ga., 1 -5/8 -inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #2 Maximum Design Pressure = -30 psf*: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (inverted) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16 -inch with min. 32 ga., 1-5/8" diameter tin caps Spacing: 6 -inch o.c. at 4 -inch wide side laps and 12 -inch D.C. at three (3), equally spaced center rows. Primer: ASTM D41 primer required at all tin -caps. Underlayment: One ortwo plies, Titanium PSU 30, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1 -5/8 -inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, LLC Evaluation Report 111980.11.08-Rll Certificate ofAuthorizction#32455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-RIO Titanium Roof Underlayments Revision 11: 10/17/2019 Page 4 of 8 NNEMO I etc. #3 Maximum Design Pressure = -30 psf*: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16 -inch with min. 32 ga., 1-5/8" diameter tin caps. Spacing: 6 -inch o.c. at 4 -inch wide side laps and 12 -inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1 -5/8 -inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #4 Maximum Design Pressure = -45 osf*: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (inverted) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16 -inch with min. 32 ga., 1-5/8" diameter tin caps Spacing: 6 -inch D.C. at 4 -inch wide side laps and 8 -inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required at all tin -caps. Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1 -5/8 -inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #5 Maximum Design Pressure = -45 psf*: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16 -inch with min. 32 ga., 1-5/8" diameter tin caps. Spacing: 6 -inch o.c. at 4 -inch wide side laps and 8 -inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1 -5/8 -inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Titanium UDL-25, Titanium UDL-30, Titanium UDL-50 or Titanium PSU-30 shall not be left exposed for longer than 180 -days. NEMO ETC, LLC Evaluation Report 111980.11.08-Rll Certificate ofAuthorrctionV32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION P'111602 -RM Titanium Roof Underlayments Revision 11: 10/17/2019 Page 5 of 8 5.8 Tile Slippage Limitations (per FRSA/TRI April 2012 (04-12)1: When loading roof tiles on the underiayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. Owens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1 -inch diameter plastic cap nails in lieu of metal cap nails for these applications, when the Titanium— UDL-25, Titanium UDL-30 or Titanium UDL-50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1 or R905.1.1. NENAIO ETC, LL` Evaluation Report 111980.11.08-Rll Certificate ofAuthorizotion «32455 6T` EDITION (2017) FBC NON-HVH2 EVALUATION F1111602_RIO Titanium Roof Underlayments Revision 11: 10/17/2019 Page 6 of 8 NNEMO I etc. 6.3.3 Slopes of 4:12 or greater: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.4 Slopes of 2:12 to less than 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 25-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet over the starter, completely overlapping the starter course. Continue upslope, maintaining minimum 25-inch side (horizontal) laps, resulting in a double-layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.4 Titanium" PSU-30: j 6.4.1 Non-Tile Installations: Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, and Owens Corning published requirements. Titanium" PSU-30 shall be back-nailed in accordance with Owens Corning published installation requirements. 6.4.2 Nail-On Tile Applications: Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in FRSA/TRI April 2012 (04-12), and Owens Corning published requirements. Titanium" PSU-30 shall be back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning published installation requirements. Refer to Section 5.8 for the staging limitations. 6.4.3 Foam-On Tile Applications: Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in FRSA/TRI April 2012 (04-12), and Owens Corning published requirements. Titanium'" PSU-30 shall be back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning published installation requirements. Refer to Table 1A for allowable the adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for the staging limitations. 6.5 Titanium 2-Ply System: 6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top-surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30, self-adhered. 6.5.2 Non-Tile Applications: Install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 6.3 followed by Titanium PSU-30 in accordance with Section 6.4. NEMO ETC, LLC Evaluation Report 111980.11.08-Rll Certificate ofAutF,orization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11: 10/17/2019 Page 7 of 8 6.5.3 Nail -On Tile Applications: For nail -on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with FRSA/TRI April 2012 (04-12), using Section 6.3 as a guide, and considering the wider sheet width relative to ASTM D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4. Refer to Section 5.8 for tile staging limitations. 6.5.4 Foam -On Tile Applications: For foam -on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 5.6.1 herein. Then apply Titanium PSU-30 in accordance with Section 6.4 Refer to Table 1A for allowable tile adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for tile staging limitations. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the manufacturer or the named CIA entity for plants covered under Rule 61620-3 QA requirements. Refer to Section 4 herein for product & production locations having met codified physical properties specifications. Intertek Testing Services NA Inc. — QUA1673; (604) 520-3321 - END OF EVALUATION REPORT - MEMO ETC, LLC Evaluation Report 111980.11.08-Ril Certifrcote ofAuthorizction #32455 6T" EDITION (2017) F8C NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11: 10/17/2019 Page 8 of 8