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RF-19-1456I .n Ic RFG6-I� t v RFG6-I� Permit NO.: RF -06-19-1456 Miami Shores Village Permit Type: Raaf 10050 NE 2 Ave Miami Shores FL 33138 ( Work Classification: Repair Roof 305-795-2204 Permit status: Approved Issue'Daw06/27/2019, Expiration: 12/23/2019 Location Address Parcel Number 9315 N MIAMI AVE, Miami Shores, FL 33150 1132060130360 Contacts MAXWELL MILLER Owner PERKINS ROOFING CORPORATION Contractor 9315 N MIAMI AVE DEAN CURTIS PERKINS 575 NW 152 ST **** Business: 3056876521 sales@perkinsroofing.net Other: 7862778486 Description: THREE LEAK REPAIRS Valuation: Inspection Requests: -762-4949 Total Scl Feet�Lj Fees Amount CCF $3.00 Copies Fee (Manual) $8.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.00 Roofing Fee $129.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $160.25 Building Department Copy Payments Date Paid Amt Paid Total Fees $160.25 Credit Card 06/27/2019 $160.25 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations ',fining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores —.cepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. that all the foregoing information is accurate and that all work will lbbedont i) compliance with all applicable laws ,amore, I authorize the above named contractor to do the work cl / Agent Date Page 2 of 2 s� 0 too Jeo\\ddd Mad e/ Joo I 6�x�0 \ .y\f�d� pay aye S?a a\\`• d 1010 ��1�� _ f ix,? -nl\vl o aUa Miami Shores Village RE -cc, E� Building Department JUNfi�g 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BC 2011 L BUILDING Master Permit No. "�'� 1 -4 As PERMIT APPLICATION Sub Permit No. F-] BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-] PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: ? N 5b Folio/Parcel#: !32Db —o13 - o3bo Is the Building Historically Designated: Yes NO Occupancy Type: Load: A Construction Type: Flood Zone: B/FE: /� FFE: tt� OWNER: Name (Fee Simple Titleholder): 1`�Ioxt4J° l( M1 Ili: Phone#i�3n7"1(� ��So Address:Miavvii Aix, City: MIWO Cz�Ori S State: Zip: 3 bem Tenant/Lessee Name: Phone#: Email: ma Krn(1I AmQ.I c Cary CONTRACTOR: Company Name: Ht&jns c"CQn `" Phone#: 36 687(n52,1 Z1 Address: rJ 1,S N h/ 15" S+ City: 11111/11 State: 4-� Zip: 33I b 9 Qualifier Name: .L.. z -an 4, /_r/�1(�tn��sl� /- Phone#: C54,87l�21 State Certification or Registration #:(..,l.CL Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Zip: Value of Work for this Permit: $�Square/Linear Footage of Work: X Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: -Rye-e- Lear- IrPwrs Specify color of co/or,thru tile: JKA .i � Submittal Fee $. Permit Fee $ CCF $ CO%C& Scanning Fee $ Radon Fee $ DBPR $ C-Plei 0 -cc� Technology Fee Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ ' Bonding Company's Name (if applicable) Bonding Company's Address City r. State ti�, Mdrtgage.Lender's Name (if applicable) Mortgage Lender's Address .. "�. Itis ' 1E ` t t City; ��' i" '? - State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO. OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be op roved and a reinspection fee will be charged. c Signatur SignatureS&Llvl�fioonpre J� 0 NER o AGENT CONTRACTOR The forre�gojng instrument was acknowledged before me this �"'r`t�tday yo��f�� Uh 20 1 by II�I(14C, GW e, who is personally known to me or who has produced 1P_6r'lCLA_ Zi) as identification and who did take an oath. NOTARY PUBLIC: Sign: Z��Ooe Print: Qolol Crt+Z / Seal: cd0' Notary Public Stew of Florida + Rolando Cruz Jr My Commission GG 128636 Na Expires 07/20/2021 APPROVED BY (Revised02/24/2014) Theforegoinginstrument was acknowledged before me this day of Jarl L 20 19 by I�Glri' t'C�► 1111�IS who is persona'v k�n to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Print: A p V L- -U el J Seal: 000 %, Notary Public State of Florida Rolando Cruz Jr c� My Commission GG 128536 Of Expires 07/20/2021 C-�Plans Examiner Zoning Structural Review Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Property Date: Roofing Permit Number: Dear Building Official: h6we'l 10 11W certify that I am not required to retrofit the roof to wall connections of my building because: F10he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad rem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 editi n the South Florida Building Code (1994 SFBC) VtA a VUR`( Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, dep es and says that he/she is the owner for the above property mentioned, Sworn to and subscribed before me this ke day of 201 +'vv :oafs kb Notary Public State of Florida Notary Public, Sate of Florida at Large J C Rolando Cruz it Y My Commission CG 126536 vi w� Expires 07/2012021 When the Just valuation of the structure for purpose of ad valorem taxation is equal to 14 more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 PREPARED BY AND RETURN TO: Santiago Eljaiek III, Esq. Marin, Eljaiek, Lopez & Martinez, P.L. 2601 South Bayshore Drive, 18" Floor Coconut Grove, FL 33133 Our File No.: 0037-005 CFN: 20190375808 BOOK 31486 PAGE 1460 DATE:06/18/2019 10:54:38 AM DEED DOC 2,881.20 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY Property Appraisers Parcel Identification (Folio) Number: 11-3206-013-0360 Space above this Line for Recording WARRANTY DEED THIS WARRANTY DEED, made the 7th day of June, 2019 by Jeffrey Pujals, a single man, whose post office address is 1360 Lombard Street, Unit 102, San Francisco, CA 94109, herein called the Grantor. to Maxwell K. Miller and Sarah M. Coleman, husband and wife, whose post office address is 9315 N. Miami Avenue, Miami Shores, FL 33150, hereinafter called the Grantee: (Wherever used herein the terms "Grantor" and "Grantee " include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) W I T N E S S E T H: That the Grantor, for and in consideration of the sum of TEN AND 00/100'S ($10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee all that certain land situate in MIAMI- DADE County, State of Florida, viz.: Lot 12 and the South 1/2 of Lot 11, Block 3, AN AMENDED PLAT OF MIAMI SHORES SECTION NO.1, according to the map or plat thereof as recorded in Plat Book 10, Page 70, of the Public Records of Miami -Dade County, Florida. Subject to easements, restrictions and reservations of record and taxes for the year 2019 and thereafter. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2018. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in the presence of: [2916467/11 Witness #1 Signature hVAV VO Witness #1 Printed Nam` .,, INA Witnes 2 Signature S�t�b ('6 �jvrA Witness 42 Printed Name CFN: 20190375808 BOOK 31486 PAGE 1461 STATE OF M Vi O COUNTY OF "AMI -D(XL, The foregoing instrument was acknowledged before me this 31 day of , 2019, by Jeffrey Pujals, wh s personally known kto me or has produced �s identification and ❑ did [� did not take an oath. SEAL PILAR M. AVILES MY COMMISSION 9 0GO55741 M. 1d EXPIRES December 18, 2020 I My commission expires: [2916467/11 Notary Public ?I ff�A �j Printed Notary Name Property Search Application - Miami -Dade County P FFICE C F THE PROP EHTY Summary Report Property Information Year Folio: 11-3206-013-0360 Land Value �9315 N MIAMI AVE Property Address: ,Miami Shores, FL 33150-2243 Owner ;JEFFREY PUJALS XF Value N MIAMI AVENUE Mailing Address .9315 'MIAMI SHORES, FL 33150 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Assessed Value 0101 RESIDENTIAL - SINGLE Primary Land Use FAMILY: 1 UNIT Beds / Baths I Half :2/1 /0 Floors Living Units Actual Area 1,574 Sq.Ft Living Area 1,354 Sq.Ft Adjusted Area 1,464 Sq.Ft Lot Size 10,530 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 20181 2017 Land Value $284,033! $236,817 $236,817 Building Value $92,712 $92,837 $92,963 XF Value $3,704 $3,724 $3,744 Market Value $380,449 $333,378� $333,524 Assessed Value $366,7151 $333,378 $228,899 Benefits Information Benefit ;Type 2019 20181 2017 Save Our Homes Assessment $104,625 Cap Reduction Non -Homestead Cap Assessment $13,734 Reduction Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, ,School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 12 & S1/2 LOT 11 BLK 3 LOT SIZE IRREGULAR OR 17857-2666 1097 1 COC 24701-3388 06 2006 1 Page I of I Generated On : 6/20/2019 ITaxable Value Information I 20181 20171 $01 $5( $333,378 $171 $ol $2! $333,3781 $20: Exemption Value 2019. ---- ------- ----- County $ Exemption Value $0 Taxable Value Regional $366,715 School Board Exemption Value $ol Taxable value Taxable Value 20181 20171 $01 $5( $333,378 $171 $ol $2! $333,3781 $20: Exemption Value $ 0 $ Taxable Value $366,715 $333,378 $1 Regional Exemption Value $0 so! $ Taxable Value $366,715i $3331378! $1 Sales Information Previous Price OR Book- Qualification Description Sale Page 09/10/2012 1 $285,0001 28301- Qual by exam of deed 3292 26930- 06/2212009 1$246,000 0630 :Qua[ by exam of deed 03/27/2009 !$130,000 26820- Financial inst or "in Lieu of Forclosure" 1555 =stated 08/08/2008 i $looi 26573- 'Sales which are disqualified as a result 0465 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp.ltwww.miamidade.gov/info/disclaimer.asp https://www8.miamidade.gov/Apps/PA/propertysearch/ 6/20/2019 Roof June 25, 2019 Maxwell Miller Perkins 317-908-5146 svmc-1188dh Type Residential QQ Roof Measurement Services by Skyview Estimator 9315 North Miami Avenue Mia p, Shores, Florida 33150 ..: ••..000 • • • • : wVw*yviewestimator.com 3D View 9315 North Miami Avenue Miami Shores, Florida 33150 Roof Report Chimney •s � y.y rZ , „z. .r i•s.. M � FOR ESTIMATION ONLY: PLEASE VERIFY ALL DIMENTIONS PRIOR TO PURCHASE OF MATERIALS. All MEASUREMENTS AND CONTENT IN THIS REPORT IS SUBJECT TO PLICIBLE STATUVES AND AWAT* WITHOUT WARRANTY OF ANY IQND. Report Summary Roof Report 9315 North Miami Avenue Miami Shores, Florida 33150 F 6" T 6 NOTE: THE LENGTHS SHOWED IN THIS DIAGRAM ARE LINEAL DIMENSIONS WITHOUT SLOPE FACTOR. TOTAL LINEAL FOOTAGE WITH SLOPE FACTOR IS IN THE ACCESSORIES TABLE BELOW. Roof Areas ( Square Footage) Shingled Roof Area 2,038 SF Flat Roof Area 51 SF Waste Calculation Table Waste for: 2,038 SF 5% 2,140 10% 2,242 15% 2,344 20% 2,446 25% 2,548 Accessories ( Lineal Footage) TOTAL LINEAL FOOTAGE WITH SLOPE FACTOR INCLUDED. M Eaves • • 146' :(F ) • • M Ridges •. a3' ; (10) M Hips •• •27' Zit) M valleys ��• 41' (Ft) • • ® Rakes �•• : 142' rt Wall Flashings •.• ;' 10;•(.t>:• Transitions 0' (Ft) Flat Edges 0: LFt1 Roof Pitch REM LEFT RIGHT FRONT • .. .. . , ;''- 0 . FOR ESTIMATION ONLY: PLEASE VERIFY ALL DIMENTIONS PRIOR TO PURCHASE OF MATERIALS. All MEASUREMENTS AND CONTENT IN THIS REPORT IS SUBJECT TO VIPuCABLE 4rATLF ES ANwaE(ZJ1ATZ(3V WITHOUT WARRANTY OF ANY IGND. Area by Section 9315 North Miami Avenue Miami Shores, Florida 33150 Roof Report 91 91 329 53 565 283 341 116 51 Flat 169 000 0 60 . • • . . . • .. . . . 0. .0 0 . . . Roof Areas ( Square Footage) , • • • • . . . • Shingled Roof Area 2,038 SF 0 • • •.. • ..• '.' ... ... Flat Roof Area 51 SF 006• • . . ... FOR ESTIMATION ONLY: PLEASE VERIFY ALL DIMENTIONS PRIOR TO PURCHASE OF MATERIALS. All MEASUREMENTS AND CONTENT IN THIS REPORT IS SUBJECT TO APPLICABLE STATUTES A1VD REGULATION WITHOUT WARRANTY OF ANY IGND. Length Measurements Roof Report 6' 6 9315 North Miami Avenue Miami Shores, Florida 33150 17' 17'- 6' 6' v �o 15' 8' .`O /p. 14' N N 9. 8' 10' n ��3 N 15' 8' I to v . • . . •• •go ,1 5'.• • • �.� NOTE: THE LENGTHS SHOWED IN THIS DIAGRAM ARE LINEAL DIMENSIONS WITHOUT SLOPE FACTOR. TOTAL LINEAL FOOTAGE WITH SLOPE FACTOR INCLUDED IS IN THE ACCESSORIES TABLE BELOW. Eaves Ridges Hips Valleys Rakes wifi.-Flashings• •• T�aAsr#idnt Flat Edges 146' (Ft) 87' (Ft) 27' (Ft) 41' (Ft) 142' (Ft) 10' (Ft) 0' (Ft) 28' (Ft) •. ... TOTAL LINEAL FOOTAGE WITH SLOPE FACTOR INCLUDED. • • FOR ESTIMATION ONLY: PLEASE VERIFY ALL DIMENTIONS PRIOR TO PURCHASE OF MATERIALS. All MEASUREMENTS AND CONTENT IN THIS REPORT IS SUBJECT TO APU(!hBLE STATUTES Aiwa r"rATV WITHOUT WARRANTY OF ANY IQND. Pitch Diagram 9315 North Miami Avenue Miami Shores, Florida 33150 Roof Report 5" / 12" 5" / 12" 5"/ 12" a 5"/ 12" in �I 5"/ 12" 5"/ 12" _i Flat 5"/ 12" • e • ••• • • • • •• • • •• • • FOR ESTIMATION ONLY: PLEASE VERIFY ALL DIMENTIONS PRIOR TO PURCHASE OF MATERIALS. All MEASUREMENTS AND CONTENT IN THIS REPORT IS SUBJECT TO APPLICABLE STATUTES AN1)%GC1LATIO1T WITHOUT WARRANTY OF ANY IQND. Florida Building Code 6th Edition (2017)' " r High -Velocity Hurricane Zone Uniform Permit Application F ' c Section A (genera,.. l II rm_ n) Maser Perndt No. Process No. Conb=Ws Nsnw PERKINS ROOFING CORP .lob Address 9315 N MIAMI AVE. MIAMI SHORES, FLORIDA 33150 Se_ (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimsnsons of sections and levels, clearly Mon#fy dimensions of elevated pressure zones and locaton of parapets. Sc ROOF CATEGORY .. •. ❑ Low Sops ❑ Machanically Fastened Tlls MortarlAdhebive S dXte ... • ❑ Asphawc ❑ Metal Panal/Shingles ❑ W pis : ... :. Shingles .re�tbe..... re • • ❑ Pr+sscriptiva BUR A -RAS 150 Gas Vertit.stack .. :*ego: Yes Nod .9:.00 ROOF TYPE Type: NattrrU LPd -3: ❑ New Roof ❑ Re-Rocang ❑ Recovering Repair ; *0 14aintenance .... ROOF SYSTEM INFORMATION ' ..' : , • • Low Slops Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) CF/� Uy<� N/A 75SF 75SF 0,0 0 Se_ (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimsnsons of sections and levels, clearly Mon#fy dimensions of elevated pressure zones and locaton of parapets. Sc Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form SectionD (Steen Sloped Roof System) Roof System Manufacturer: BORAL ROOFING, LLC Notice of Acceptance Number: 19-0220.06 Minimum Design Wind Pressures, N Applicable (From RAS 12i gr balculailo49): P1: 1 P2: -68.1 P3: -inn 7 •..• .. Maximum Design Pressure ' • • • • • From the NOA Specific System): 40.4 (MINIMUM ATTACHMENT RES199PNI%) • • • • • Method of the attachment: ICP ADHESIVES POLYSET AH-180*QLDIUbdT D -- • Steen Sloped Roof System Description Deck Type: Roof Slope: 4 :12 Ridge Ventilation? N/A Mean Roof Height: 10' 5/8" PLYWOOD N/A TOW 226 TYPE II #30 1 PLY N/A Type & Spacing: 1,25" R.S. NAILS AND TIN CAPS 12" FIELDS 6" O.C. @ LAPS N/A Cap Sheet: TU PLUS I oaf Covering: BERMUDA CONCRETE FLAT ROOF TILE Type & Size Drip _ dge: 3X3 26 GAUGE GALV. I . t , Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E fTile Calculations) For Moment based the systems, choose either Method 1 or Z. Compared the values for M, with the values bom Mf, U the M t values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Cakulations Per RAS 127" (Pt: -39.1 = )L 0.205 = 8.0155 ) –Mg: 6.86 - K, 1.1555 NOA 1411 40.4 • • • • (p=: -68.1 s )L 0.205 ■ 13-960511—mg: 6.86 ., NW -1 1005 NOA $ 4004 • • • r • • -100.7 = 0.205 a ZUO4JJ `_ 1Y1g: 6.86 a 13.7835 NOA 14"40.4 9999 (P3: � 1 • • • .99.06 .. Method 2 "Simplified Tile Cakulation Per Table Belov,#"...' . • . Required Moment of Resistance (K) From Table Below NOA 1111 • • • M, Required Moment Resistance* 00 0 00 a •'.6' •..' .•9•.• Roof slope IIV 20' 2a' 34A 3U 35.2 • . 3.12 32.2 3OL4 IR12 NA 30.1 31.6 M12 26A 29.0 20A 30J r.12 24A 2" z5a • *Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F with the values for F,. U the F' values are greater than or equal to the F, values, for each area -of the roof, then the the attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127' w: - _ J – W: —ices B: _= Fn: ____ NOA F' w:-._)–W:_:eos6:_- Fr2: _ NOA F', (Ps:_zis_-_: w:-_)—W:_sees8:_= Frs:_ NOA F', Where to Obtain Information Description Symbol Where to find DcWpFmasmo PI orn or P3 RAS 127 1 or by am cosimift wAlysis prepued by PE bond an 7 Man Roof EW& H Job Site Roof 8 g Job Site bftdodier NOA Redodus Moment due toOta NOA Mt NOA F NOA EiEgnm Fr A NOA t w- A width AN ons must G albMitted to the Val"HAR OWWW Alft UM Of PMMk •ee •• • 99.9 •1.. MIAMI-DADE COUNTY MIAMI- QADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing, LLC 7575 Irvine Center Drive Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use ofFpns ction*.ip' terials. The. documentation submitted has been reviewed and accepted by Miami -Dade County RER-P.rpAwt Contfg43e(:ion tq be. ; used in Miami -Dade County and other areas where allowed by the Authority Having JurisdiatJa (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countq.Prpottct Co3itttoj�ectioQ1i. Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the. Jo have th"Produc .4.. • material tested for quality assurance purposes. If this product or material fails to perform.iri the' accepted m1nner,.the... manufacturer will incur the expense of such testing and the AHJ may immediately revoke, xiodif7., or suspend the use of• such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it ts.4%tWninedb7• • • Miami -Dade County Product Control Section that this product or material fails to meet the 4quirtg3ents of the applic4W.. building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bermuda Concrete Flat Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA No. 16-0112.07 and consists of pages 1 through 6. The submitted documentation was reviewed by Freddy Semino is NOA No. 19-0220.06 QMIAMMI-DMADE m, nr Expiration Date: 06/07/21 Approval Date: 04/11/19 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Bermuda Flat Concrete Roof Tile, as manufactured Boral Roofing, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the FlpfiM*auilding . . ... ...... Code for High Velocity Hurricane Zone. For use in locations where the pressure requiremantsp as determmea by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance;.Z- RAS 127 • • usingthe values listed in section 4 herein. The attachment calculations shall be prepared a• • • • • ent base system.. *0000* • • • • • P P S ��Ql� � • 2. PRODUCT DESCRIPTION • • • • • • • • • • • Manufactured by Test Name/Report Test . . ...... . ... ..... .�faddct • .. • . • • • • Applicant Dimensions Specifications Dmc ' 'on .' Bermuda Flat Concrete Tile Length = 16" TAS 112 Flat profile, interlocting, high prosstire* extruc%$• • • • Width= 10" Type 3a concrete roof tile egnipp* with t� vo pail hole;.e • • • Static Uplift Testing March, 1994 Class III For mechanical, mortar or adhesiVq:;gY • 25-7094-2 Static Uplift Testing PA 102 applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at Construction) w = varies 25-7094-8 hips, rakes, ridges and valley terminations. Oct. 1994 varying thickness (4" Headlap, Nails, Battens) Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 1. Okeechobee, FL 2.2 EVIDENCE SUBMITTED Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier Test Name/Report Date 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) 94-084 Static Uplift Testing May 1994 PA 101 (Mortar Set) 94-060A Static Uplift Testing March, 1994 PA 101 (Adhesive Set) 25-7094-2 Static Uplift Testing PA 102 Oct. 1994 (4" Headlap, Nails, Direct Deck, New Construction) 25-7094-8 Static Uplift Testing PA 102 Oct. 1994 (4" Headlap, Nails, Battens) 25-7094-5 Static Uplift Testing PA 102 Oct. 1994 (4" Headlap, Nails, Direct Deck, Recover/Reroof) 25-7183-6 Static Uplift Testing PA 102 Feb. 1995 (2 Quik -Drive Screws, Direct Deck) NOA No. 19-0220.06 Expiration Date: 06/07/21 Approval Date: 04/11/19 Page 2 of 6 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Repo rt Date The Center for Applied Engineering, 25-7183-5 Static Uplift Testing Feb. 1995 Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied Engineering, 25-7214-1 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik -Drive Screw, Direct Deck) The Center for Applied Engineering, 25-7214-5 Static Uplift Testing March, 1995 Inc. PA 102 .... (1 Quik -Drive Screw# -Battens) • • • • • • • • • • • • Redland Technologies 7161-03 Wind Tunnel Test g • • •:E�e c. 1991 • Appendix II PA 108 (Nail-OA7 ; • • • •• • • • • • Redland Technologies Letter Dated Aug. 1, Wind Tunnel Te3�M$J" 'Aug. 19861...: 1994 PA 108 (Nail-OnI Redland Technologies P0631-01 Wind Tunnel Te§VV9•��• •1g1y1914;9006• PA 108 (Mortar,'Jdl.• •••• .•••�� Redland Technologies P0402 Withdrawal Resistance Testitigof screw .Sept. 1993 .' vs. smooth shank nails : 0000 • The Center for Applied Engineering, Project No. 307025 Wind Driven Rein. • Oct. 1921... Inc. Test #MDC -77 PA 100 .. .. • Atlanta Testing & Engineering, Inc. R1.894 Physical Properties "'Aug. 1994 R2.894 PA 112 R3.894 Professional Service Industries, Inc. 395-40011-1 Physical Properties Feb 2004 PA 112 Celotex Corporation Testing Service 520109-1 Static Uplift Testing Dec. 1998 520111-4 PA 101 Celotex Corporation Testing Service 520191-1 Static Uplift Testing March 1999 PA 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering, Inc. Evaluation Calculations 25-7094 Feb 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-78044 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Restoring Moment, Mg March 2004 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 American Test Lab of South Florida RT 1210.02-15 TAS 112 12/17/15 RT0807.04-18 TAS 112 08/27/18 NOA No. 19-0220.06 Expiration Date: 06/07/21 Approval Date: 04/11/19 Page 3 of 6 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Miami -Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. • •�...... o• 3.6 This acceptance is for wood deck applications. Minimum deck requirements sha11 �ei comPUnSe with .' applicable building code. 000000 0 0 0 0; 0 000000 0000.. 4. INSTALLATION 4.1 Boral Bermuda `Flat' Concrete Roof Tile and its components shall be installed is strict complianGeowith ..:..' Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 1�0. • • • • • • • • 4.2 Data For Attachment Calculations. • • • • • • • 0000.. Table 1: Average Weight (W) and Dimensions (I x w • • • • • Tile Profile Weight -W (Ibt) Length -I (ft.) W' w (ft.) Bermuda Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers - (ft3) Tile Profile A, (ft3) Batten Application X (ft3) Direct Deck Applic tion Bermuda Flat Tile 0.189 0.205 Table 3: Restoring Moments due to Gravity - M9 (ft.-Ibfl Tile Profile 3":12" 4":12" 5":12" 61@:12" Greater than 7":12" Bermuda Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 NOA No. 19-0220.06 Expiration Date: 06/07/21 Approval Date: 04/11/19 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M' 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. (min 15/32" plywood) (min. 19/32" plywood) 4 Large paddy Bermuda 2-10d Ring Shank Nails 30.9 38.1 17.2 Flat Tile 1-10d Smooth or Screw 7.3 9.8 4.9 Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 ....18.2 2#8 Screw 51.7 51.7• •••• 4.4 •••• 1-10d Smooth or Screw 24.3 24.3 • • •, • • : X4.2 • Shank Nail Field Clip)00•:" 00 0 '•" 1-10d Smooth or Screw 19.0 19.0000::"22.1 • • • • Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5...... .. X4.8 .0:. Shank Nails Field Clip) 000000 0.0' : .... 2-10d Smooth or Screw 31.9 31.9: • • : •: • 32.2 • Shank Nails Eave Clip) 00000. 0000 000 .... 2-10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasterners are located a min. of 2Y2' from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bermuda Flat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M' 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. NOA No. 19-0220.06 Expiration Date: 06/07/21 Approval Date: 04/11/19 Page 5 of 6 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bermuda Flat 3M'" 2 -Component Foam Roof Tile Adhesive AH -160 118.94 Tile 31VI' 2 -Component Foam Roof Tile Adhesive AH -160 40.45 4 Large paddy placement of 45 grams of 3M'" 2 -Component Foam Roof Tile Adhesive AH -160 5 Medium paddy placement of 24 grams of 3M'" 2 -Component Foam Roof Tile Adhesive AH -160 NOA No. 19-0220.06 Expiration Date: 06/07/21 Approval Date: 04/11/19 Page 5 of 6 S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". Bermuda Flat Concrete Tile 6666 LABEL (LOCATED ON UNDERSIDE OF TILE)• • • • •..• 6666.• see 6 BUILDING PERMIT REQUIREMENTS: ' * e 0 * • • 666.. As required by the Building Official or the applicable Building Code in order to prgjjgjy evaluge toe ; • • • • installation of this system. This Notice of Acceptance on its own cannot be used t5.ohtafn a building hermit.... 60.00. . .0. 40.06 .. .. .. 6,666. 6666.. PROFILE DRAWING 6666.. Bermuda "FLAT" CONCRETE ROOF TILE • _ • • • • • • �— 16' 10" FIELD TILE 16" -� THICK BUTT TILE END OF THIS ACCEPTANCE NOA No. 19-0220.06 Expiration Date: 06/07/21 Approval Date: 04/11/19 Page 6 of 6 9, me MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44' Street Coral Springs, FL. 33065 0000 SCOPE:' . . 0000 000000 This NOA is being issued under the applicable rules and regulations governing the use of "Uructionamaterials. The.' documentation submitted has been reviewed and accepted by Miami -Dade County RER-IlAvdtio Contiol•lelon to be•: • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdke� f AHJ). ; • • • • 000096 This NOA shall not be valid after the expiration date stated below. The Miami -Dade CoJhWa*oduct3Z8ntrEl Section.. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tko right to haivetbts proud• • • or material tested for quality assurance purposes. If this product or material fails to perform in the accepftd n-Anner,•thC•: • manufacturer will incur the expense of such testing and the AHJ may immediately revoke "Odtfy, or suspend the use', of such product or material within their jurisdiction. RER reserves the right to rev&e this accliptance, if ii'i's•' • determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements• • of the applicable building code.• 0000 This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset" AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH -160. . . .... ...... PRODUCTS MANUFACTURED BY APPLICANT: ' .. ... .. . ...... Product Dimensions Test Producj ;sc ription • Specifications • • • • • • ICP Adhesives N/A TAS 101 Two component pZry Mthane UM adhest C • • • Polyset®AH-160 """ ' "' ""' .. .. r. . ..... . ICP Adhesives Foam N/A Dispensing Equipmwa.... Dispenser RTF1000 ...... ICP Adhesives ProPack® N/A Dispensing Equipment • • • :....: 30 & 100 • PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/ Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 rvarvaane CouNrir Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Asency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818 -IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589-631 9637-92 01-6743-011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 �r3e/93 11/16/94 .0WI§/95 b'iJU6 04/18/12 .!W;I/12 •10/'11/98 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH -160 shall solely be used with flat, low, & high file profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH -160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Q- MIAMMIMDADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 ASTM E 108 ' ASTM E 108 •••••• ASTM E 84 •••••• TAS 114 ..'..' ASTM D1623 •••••• TAS 101 • TAS 123 .'. TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 �r3e/93 11/16/94 .0WI§/95 b'iJU6 04/18/12 .!W;I/12 •10/'11/98 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH -160 shall solely be used with flat, low, & high file profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH -160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Q- MIAMMIMDADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset' AH -160 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 6666 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 1CP Adfiasi4re6s and 6666 Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators tv the a Vtholity having • • jurisdiction. 066:46 6 6 6 6666. . 6666.. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is reg1wed befpre applicatip * • • ; of any adhesive. The mix ratio between the "A" component and the "B" component s' W1 b8 mainiaihedbetwe .&u 1.0-1.15 (A): 1.0 (B). •46464 6 664 66660 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RYF 1000 of YCP• • • 6 : • Adhesives ProPack® 30 & 100 dispensing equipment only. 6 6 6 6 6 • ....46 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. • • • ; 6 • • 6 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Sives Polyset® AH -160 has been dispensed. 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30� • Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches It • • 12 grants ptr paddy • • head of file 9-11 sq. inches at' 0 • •; • • overlap " • • :" •• ••• Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal • • • • 17 grgms per bea edge) 20-25 sq. inches each • bead .. 00 • • • • • •; • ... . ... .... 00 00 • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches :-j:-:34 grams Under pan • LABELING: ' All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nag through plastic carom paddy lBanaathT&) lhvderliaym•nt ,. V °��` � \ti ��, Battens oplWeal Eavtourse 1 10 /y 0 sn. �• � 2 yrr,. r`-�'` •�`Fascla Nail through Oastk cement (when required) Paddy {Bamaath TBwi tfnderlaym•rit6z\ io in.a�\ •atiens optional V it Mrs. 2in Live closure r - Eav Course �j �— Fasel• Na thaeugh plastic corp"!-', ("enroqudred► \ PaddylBon"thTilel underlaymmt t toin.r~�` Battens tJ �,,.,3 �Aiti•.►r � Vii..-''. P Eave Course Fascia Weephok 10 in. 2 {n. /f! '• Ea's'y closure Dripodige MIAMIFDADE COUNTY Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile.. • e • • •••• •••••• •••••• •• • •••••• • •••• • •• a•e•a Medium Profile / Doublee1V#p•' fie e e e 00000 00 • • a • • • 1. Starting at the eave courser apply a minimum 2" (50.8 mm) x 10" (254 rnm) x•1" (25.4 mm) foam a e • : • paddy onto the underl*mgi%positiened as shove e a • under the pan portion ofthe t21e closes tb4he • overlock of the tile being set. 0000 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Wit through Plastic CementNddylgwne.lhTZW hehen roquirod)� Und.rlaynoent `� �/,'`;:�,/�J `•```ems �`�, � �,., Battarisapobnal r^` .� �. Eay.Course r J a 416 x� .� tot,.. -!✓ T .- Nail through p443tic. cement 4when tequiredi ~ ----„,Paddy 48enrath Tiled Und.tlay[eent 7In. 2 in. Battens FAV* cia.u.. lave Course % j � Farriu Flat/Low Profile Tile Starting at the eave course, apply a minimum 2” (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) – 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum'2'' S0.8mm) x 7" (177.8 mm) x 1" (25!4 rran� foam pact y onto the .. ... underlayment positioned 44 StgWn undefethe; 0000:0 strengthening rib closest to tj Overlock of the tile . being set. .... .. 00000.. 0000 0 00 00.00 3. Continue in same manner' i>ft" apprpRirrately 101'e-9 (64.5 cm2) - 12 (77.4 cm2J §gfte inch tdhesive contact with the underside tile. e . . . . 0000.. 0000.. Medium Profile / Double Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) – 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall through p4s* cepem-., twhen required) i' PMddy ia■neathTit*) 2 Irk. Baltensoptimal rf Ft/ • cave Course _ . •Maxie � ,r'/ � Easraosurc High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, appy a minimum T'r50.8m$ij x 7" (177.8 mm) x l" (25 4mmj foam * onto the • underlayment positioned V4 S49Vn under tke pan • portion of the tile closest tp t"overlork of the tile:****: being set. 40••. . 4040 00000 400.00. . ••• .•.•• 3. Continue in same manner* 1nR&e approximately I?"**:* (109.7 cm2) - 19 (122.6 c*fl S44are inch 9dhesive • contact with the underside of the tile.:...: • • . . •••..40 •. . . 400 • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Mil through plastic c4rnent Paddy (between ties) Itchen required) Battens optional • Paddy (under tile) `.single paddy lr an WP of tile (''r 414 in. Un le PI under til Single paddy OII INlde/faiMe `r 2z 4In r . 2 �. / asda -Lave Closure FWVLow Profile Tile Hall through plastic cement Single paddy under tie (when required) Paddy lbetween tees) Battens Paddy (under tile) optional ! Single pad� en top of Singlepaddyon undetlapeent 10n.` lin. Eave (Insure Eme Course Fascia Medium ProflleTlle 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.44m2) of adhesive contact with idle qff4erside of tip the .... • • • ...... .. . ...... 2. Apply a4" (101.6 mm)•: *(101.6•mm)x V (2;A... mm) foam paddy onto t4% ppeferlayjncV just belpA the second course line pps"gped fopinpidy ..; • • under the strengtheningn%for flat fila,br underithe... pan portion of the tile, c4o gest to the underlock for . the second course tile to be i;stalle4.. h.Ure • • • • • • approximately 8-9 in' G51.6'S8.I cN) of adhesitg... contact with the undersiWe ofthe till.. • ... . (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) W iittough plastic Sine paddy rtnder the (when ro"Ired) Paddy ibeweentlks) Battens 'r Paddy fund" tile) Gpdonal + �n � on un 4x41n. singie 2 x 4 in. paddy ion t top tier Eave Course �` fasda Weephoie loin. in. Ease dosure Drip edge High ProAle Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) squagq inch adhesive contact with the underside 9 f She tile at ..... the head of the tile. CAti�iue:in samemnner. 6 • 666600 .. . 6666.. 666.49 • 6666•• 6666 •• • • • 6666 • •• 6666• ••r••• • ••• 6666• of •• •• • 6666•. • •••6•• • • • • • • 6666.. •••••r • • • • • • • 6666•• •• • • •• • • 0.:..* •• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1► Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications in contact with the pan tile. (when required) 2) Turn coven upside down. Place adhesive in to 1 In. from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq. in. contact area. '-.G IUndedayment O Eave closuri (motar shown) Fascia Board Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 0000 2. Continue in same m$nn•llringin e2efWd pan *fee:* • courses up toward the!Adg8. Insule' • approximately 65 (419.4:c412) — 76t45f.6 cmZ"" 0.00.0 0 square inch adhesive N11tact with the Vndersi . *as: of the an tile. • • P 0000 a •• •00.0 000099 . ... 00000 0 3. Turn covers upside d(b".exposirig9fe &ndersiide... of the tile. Apply a rlirTilmm 1" (25.4 mm) x 10"• (254 mm) bead of adhesive direcryeog The inrtt• • • • edge of each side of:hecbwer tile. Leave ;0400; approximately 3/4" (IVmm) to 1: (2S*4mm)' from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cmZ) - 25 (161.3 cmZ) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 MIMI®d4DE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control.Soction to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdictign JAHJ) • • • • • • • • ; • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coun;;tcxkuct Control 6ection• • • • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve'thettght to havethis :Goo*: product or material tested for quality assurance purposes. If this product or material fails to.l erltzm in th'e.accepted' manner, the manufacturer will incur the expense of such testing and the AHJ may immediately*r oke, mo�i�`y� or • suspend the use of such product or material within their jurisdiction. RER reserves the rigil ,;;. WVoke this. acQeptan�e,• • • if it is determined by Miami -Dade County Product Control Section that this product or matr%W fails to meet the requirements of the applicable building code.' ' . . . . ...... This product is approved as described herein, and has been designed to comply with the F14rid#14uilding Code :0000: including the High Velocity Hurricane Zone of the Florida Building Code. ' DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews and revises NOA No. 15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. al NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS, APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 Test Product Product Dimensions Specification Description Polystick IR -Xe 65'x 31-1/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65'x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment jq §Toped roof assemblies. Designed as an ice rain sh1 ' gn 1 & e ...... Polystick Dual Pro 61'x 3'3 3/s" TAS 103 and A rubberized asphalt self-adh� nj glass•tjger/Volyesjgr..; Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing meil�bCW. Desigrwd as a . ...... Location #2 metal roofing and roof the underlayment:. • . Polystick Tile Pro Y��l�g. 61 x 3'3 3/s" ' TAS 103 and A rubberized asphalt self -a • p lasso b � • of es• q o . . g fJ WAD Y Y�:.. • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing ni"brarfe. Deslgu8d U a metal... Location #2 roofing and roof tile underlaymonti, • Polystick TU Max 65'8" x 3'3-3/8" . . . ...... TAS 103 and A rubberized asphalt self -adhering, polyit2'r'rtilnforced . Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Cosigned as aa roof tile Location #1 & #2 underlayment. • • • • Polystick TU P 32'10" x 3'3-1/g" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65'x 33-1/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 3'3-1/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'3-'/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefrnic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastotlex S6 G 32'10" x 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 ..09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 �•.4@71g/11•..•.. P40390.08.12-2 ASTM D 1623 • • • • • 98407/12 •, P37590.07.13-1 ASTM D6164 ... "07702/13* P45270.05.14 TAS 103, TAS 110 & AS1ff151t23 a5/l2/14:....: P46520.10.14 ASTM D1623 •,::,• � ;�• jDl03/14,.... P44360.10.14 TAS 103 & TAS 110.... 10407/14..;..' P43290.10.14 ASTM D 1970 & TAS.110. • ' ..10;17/14...... PLYG-SC 10130.06.16-3 TAS 103 & TAS 118• • • • 06/27/16 - PLYG-10130.06.16-1 ASTM D1970 & TAR 110 . %,.00427/160 00 00 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 • • • • 09/29/06:****: : PUSA-055-02-02 TAS 103 f Z710/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G 15 5 07/06/09 Momentum Technologies, Inc. JX20117A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX231)8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G 15 5 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. . . .... ...... Deck Type 1: Wood, non -insulated • ...... .. . ...... Deck Description: Min. 19/32" plywood or wood plank • • • • • • • System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered, • .... . .. ..... Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. • • ; • • ; • ; • ; • • • • • Fastening:Per • FBC 1518.2 & 1518.4 Nails and tin caps 12" d 6" o.c. at " • •' um 4"had lap. for • • • P grid, �l�l� e P ( . . . . ...... base sheet only)' Membrane: Elastoflex S6 G, hot asphalt applied 0 Surfacing: .. • • •• See General Limitations Below. • Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 MIAMI -DAD, COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giy ing sp 'ar attention to lap areas. • • • • •• • .... 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assernlil+ywiurent Pmduot Contra; • : • Notice of Acceptance. 000000 • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. TW Tashing tap* sAall be • • pressed in place and formed around the protrusion to ensure a tight fit. A second layg; Qfolystiglc $jq11 be :0000 • applied over the underlayment. ' .. .. .. . ...... GENERAL LIMITATIONS: • . . . . ...... 1. Fire classification is not part of this acceptance. • • • • • • : • • 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR -Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) MTS IR -Xe Elastoflex TU TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Plus Winter Haven FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick S.tem (E3) 6 • Profile MTS S6 G TU P, Tile Pro, TU Max MTS 1'das ; MTA Plus with Dual Pro 060606 0XL7Illus .. Flat Tile Prohibited 4:12 6:12 6:12 5 .17 0.0 9:12 :. without battens Profiled Prohibited 4:12 6:12 6:12 4"... 6 0 Tile without battens 0 6 6 6 10. .. .. .. . .. ... *00 The above slope limitations can be exceeded only by using battens in accordance with the 4pprowd Tile Systems.:. 0000 . Notice of Acceptance and applicable Florida Building Code requirements. When batten are require , t ey shall • • be utilized during loading and installation of tiles. • • • • • • 0 6 0 000 Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid d0ropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. NOA No.: 17-0614.22 CMIAWWADEOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTIXq4EMB$Q11jES • • ..' • 090000 .. . .•900• PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SP.FGMW APPLICATIONS.• • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOPMREJDATIM• • • • 9 . 00:100 1. Polyglass does accept the direct application of Polystick underlayment membranes td Wddd decks,' I$sizllers are •' • cautioned to refer to applicable local building codes prior to direct deck installation to en stere this is acceptable. • Please also refer to applicable Product Data Sheets of the corresponding products. ; • 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage eogeAam as Per Polyglasl....: Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimuN 1 51" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6 %4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as.gw4ined by the National Roofing Contractors Association (NBCA). . *0000* •.•••• .. . •••• • . PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPV�aV APPLIC4TIONS. . 0 LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIObiS. • : � o o *: • • • • • •••• • •• ••••• END OF THIS ACCEPTANCE •••••• • ••• ••••• .... .. . ...... . . . . •••••• .. •••••• .. . . •• • .. • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8