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RF-19-1811Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:.08/13/20,19 Location Address Parcel Number 10290 N MIAMI AVE, Miami Shores, FL 33150 1131010210020 Contacts Permit NO.: RF-08-19-1811 Permit Type: Roof Work Classification: Tile/Flat Permit SWus: Approved Expiration: 02/03/2020 GISELLE ROMERO Owner PARKERHAUS ROOFING, LLC Contractor 10290 N MIAMI AVE, MIAMI SHORES, FL 33151 DOUG NEUHAUS Home: 7862616307 10730 NW 53 ST, SUNRISE, FL 33351 Business: 9544453239 Description: RE -ROOF TILE AND FLAT Valuation: $ 10,000.00 Inspection Requests: 5-762-4949 TotalSq Feet: 11.00 :: r I Fees Amount Application Fee - Other $50.00 CCF $6.00 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $2.00 Roofing Fee $200.00 Scanning Fee $12.00 Technology Fee $6.25 Total: $282.50 Payments Date Paid Amt Paid Total Fees $282.50 Check # 0249 08/13/2019 $272.50 Credit Card 08/13/2019 $10.00 Amount Due: $0.00 Building Department Copy 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 pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing regulating construction and zoning. Futhermore, I auth9j Authorized Signature: Owner / Applicant / Contractor is accurate and that all work will be done in compliance with all applicable laws named tractor to do the work stated. i/ / ent Date August 13, 2019 Page 2 of 2 � RL�EI�.TED Miami Shores Village 019 Building Department AG 0 � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: � Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 �'� FBC 20 ?1q BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ELECTRIC 0 ROOFING ❑ REVISION EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION [:]SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10290 N Miami Ave City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): GUelle Romero Phone#:786-261-6307 Address:10290 N Miami Ave City: Miami Shores State: FL Zip: 33151 Tenant/Lessee Name: Email: gromero@prmg.net CONTRACTOR: Company Name: Parkerhaus Roofing Address: 10730 NW 53rd Street hone#: (954) City: Sunrise State: Fl Zip: 33326 Qualifier Name: Doug Neuhaus Phone#: 954-445-3239 State Certification or Registration #: CCC1330987 DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ toe !) Q D Type of Work: ❑ A ition t�❑ Alteration Description of Work: Specify color of color thru tile: Submittal Fee S Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Certificate of Competency #: ne#: City: State: Zip: Square/Linear Footage of Work: 5q ❑ New ❑ Repair/Replace ❑ Demolition 3 L1(v Training/Education Fee $ CCF S DBPR $ CO/CC $ Notary $ Double Fee�$ Bond $ GOO. 00 TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City 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 ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is su IryN� abs n e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. / / ' l Signature um N" `.� Signature " v V OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrruu dent was acknowledged before me this day o 20 �, by day of 20 by who is personally known to 1 1(��IQ(kJ who is personally know to me or who has produced FL cL� ,, as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: TEE itA4�i�� Sign: �� • �Mtssipy •. yG�� Sign: Print: ftA OTAR 9m;s Print: ® Z = ,�*Im Y!�g' •, NANCY A. VINCELLI Seal: n PUBLIC z Seal: r*. MY COMMISSION # GG 148310 1: EXPIRES: October 11, 2021 �90, M # GG 1� �Q �� FOF r�4• ` Bonded Ttvu Notary Public Underwriters OF F LOQ`\��`�� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) This instrument was prepared by: Pedro F. Martell, Esquire 1802 S.W. 102 Place Miami, FL 33165 Record and return to: Harold M. Garber, P.A. 2999 N.E. 191st St. #603 Aventura. FL 33180 Folio No.: 11-3101-021-0020 WARRANTY DEED CFN: 20190399709 BOOK 31499 PAGE 4290 DATE:06/26/2019 04:12:10 PM DEED DOC 2,274.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY (Statutory Form - Section 689.02, F.S.) THIS INDENTURE, made this 49 day of June, 2019 between JAVIER I. CABELLO, a single man, hereinafter called the Grantor, whose address is 700 N.E. 63`d Street, #D208, Miami, Florida, 33138 and GISELLE ROMERO, a single woman, whose address is 10290 N. Miami Avenue, Miami Shores, Florida, 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.) WITNESSETH: That the Grantor for and in consideration of the sum of TEN 00/100 ($10.00) DOLLARS, to said Grantor in hand paid by the said Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to said Grantee, Grantee's heirs and assigns forever, the following described land, to wit: Lot 2, Block 1, HAMILTON TERRACE, according to the Plat thereof, as recorded in Plat Book 15, Page 75 of the Public Records of Miami -Dade County, Florida. Subject to: CFN: 20190399709 BOOK 31499 PAGE 4291 Conditions, restrictions, reservations, limitations and easements of record, if any, but not seeking to reimpose same, and real property taxes for the year 2019 and subsequent years. 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 said Grantor does hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said Grantor has hereunto set said Grantor's hand and seal the day and year first above written. Signed, sealed and delivered in the presence of. Witness: /J wo, Print ne: P-edy F. Name: STATE OF FLORIDA ) COUNTY OF MIAMI-DADE)SS: The foregoing instrument was acknowledged before me this /3 day of June, 2019 by Javier I. Cabello who is personally known to me. My Commission Expires: `'L " � I,'- ` P ' t Name: Elia Nf Rodriguez •N�'af._ ELIAMAODMOUEZ otary Public, State of Florida. * `C�* Commission#00295992 e Exp(resApril 28,2023 off 8" MTMsudpM"61 * ! 2 CONSTRUCTION PROS CONSTRUCTION CONTRACT EXHIBIT A WORK T© BE PERFORMED PER CONTRACT BP CONSTRUCTION PROS, LLC NAME(s): Giselle Romero PHONE(s): 786 261-6307 EMAIL:gromero@prmg.net PROPERTY INFORMATION STREETADDRESS: 10290 N Miami Ave STATE: Florida DATE OF CONTRACT:7/23/19 CONTRACT TOTAL: $ 10,950.00 Permit $ Start; $ Completion $ Final Inspections:; $ Ygrene Financed $10,950.00 Roy Jossfolk PHONE: 954-798-461 EMAIL jossfolkCcD-bpconstructionpros. corn CONTRACT #: oogo CITY: Miami Shores ZIP CODE:33150 TASKS / SCOPE OF WORK: Remove & Replace Tile- _qolb / Polvstick TU Plus/ Boral Tile & all metal Remove & Replace Flat Modified Roof & replace with same unless City Code & ordinance requires particular application, depending on that change this could affect price. No changes will be made with out discussion with homeowner. If any engineering is mandated this will be a direct charge to homeowner with receipt verification. Upon commencement of work access to narking & dumnster placement is required. This auote includes all removal of debris & permitting Fee's F. BP Pros Package i. Rendering in 2d/3d included. (if the city requires architectural/engineering plans for permitting additional charges will apply) 2. In-house permitting (see below for details) 3. Constant communication with Homeowner on progress 4. Site Preparation; Visqueen applied to walking and working areas, plastic access door applied to dedicated working areas, building site cleanliness compliance, and exterior daily site clean-up. 5. Final Cleaning; 6. Asbestos testing may be required by the city. BP will contract with a testing company for a fee of $750. Abatement, if needed will be quoted upon receiving a report and quote. License: CGC1524082 1 1305 Shotgun Road Sunrise, FL 33326-1935 1 www.bpconstructionpros.com i (844) 243-8296 Page 1 of 2 BP CONSTRUCTION PROS ii) INSURANCE. Contractor shall maintain throughout the term of this agreement insurance with respect to its respective 12) CONCEALED OR HIDDEN CONDITIONS. The Client acknowledges that this Agreement is based upon the Contractor's observation of the condition of the structure at the time the quote was submitted. For the purpose of this Agreement, a hidden, concealed and unforeseeable condition shall mean a condition not readily observable to an experienced contractor or subcontractor inspecting the property for the purpose of estimating for and performing the work specified within the contents of this Agreement. This might include, but is not limited to: microbial contamination, termites or other insects, water damage, code violations or unpermitted work. If concealed conditions are discovered once work has commenced which were not visible at the time the Agreement was signed, Contractor will stop work and point out these unforeseen concealed conditions to Client so that Client and Contractor can execute a Change Order for any Additional Work. Any Concealed or Hidden Conditions found will be dealt with on a cost plus 3o% basis and will become an extra cost over and above this Agreement. 13) COMPLIANCE WITH LAWS. Contractor shall comply with all local, state and Federal Iaws, ordinances, rules and regulations applicable to the performance of the work by performed. 14) WORKMANSHIP. Contractor warrants that work will be free of defects not inherent in the quality required or permitted, and that the work will conform to the requirements of this agreement. 15) CLEANUP. Contractor will remove all debris caused by or related to the scope of work, equipment brought on site, and extra or left over materials, etc. from the location upon completion of the work. If there is additional clean-up required, it will be addressed on a situational basis. 16) GOVERNING LAW. This contract is subject to the laws and regulations of the state of Florida. Invalidity or unenforceability of one or more provisions of this agreement shall not affect any other provision of this agreement. 17) NOTICES. All notices, demands or requests provided for or permitted to be given pursuant to this agreement must be in writing. Notices may be sent using US Mail, overnight delivery services or email. a. To: Client At: b. To: Contractor At: INOUIRIES(a)BPCONSTRUCTIONPROS.COM 18) WAIVER OF JURY TRIAL. THE UNDERSIGNED HEREBY KNOWINGLY, VOLUNTARILY, INTENTIONALLY, AND IRREVOCABLY WAIVES THE RIGHT IT MAY HAVE TO A TRIAL BY JURY IN RESPECT TO ANY LITIGATION, WHETHER IN CONTRACT OR TORT, AT LAW OR IN EQUITY, BASED HEREON, OR ARISING OUT OF, UNDER OR IN CONNECTION WITH THIS NOTE AND 10290 N Miami AV@ANY OTHER DOCUMENT OR INSTRUMENT CONTEMPLATED TO BE EXECUTED IN CONJUNCTION HEREWITH, OR ANY COURSE OF CONDUCT, COURSE OF DEALING, STATEMENTS (WHETHER VERBAL OR WRITTEN) OR ACTIONS OF ANY PARTY HERETO. THIS PROVISION IS A MATERIAL INDUCEMENT FOR PAYEE ACCEPTING THIS NOTE. FURTHER THE UNDERSIGNED HEREBY CERTIFIES THAT NO REPRESENTATIVE OR AGENT OF PAYEE, NOR THE PAYEE'S COUNSEL, HAS REPRESENTED, EXPRESSLY OR OTHERWISE, THAT PAYEE WOULD NOT, IN THE EVENT OF SUCH LITIGATION, SEEK TO ENFORCE THIS WAIVER OF RIGHT TO JURY TRIAL PROVISION. NO REPRESENTATIVE OR AGENT OF PAYEE, NOR PAYEE'S COUNSEL, HAS THE AUTHORITY TO WAIVE, CONDITION, OR MODIFY THIS PROVISION. 19) CONTRACTOR AND SUBCONTRACTOR CLAIMS_ The Client further agrees, to the fullest extent permitted by law, to limit the liability of Contractor and Contractor's officers, directors, partners and for any and all claims, losses, costs, damages of any nature whatsoever or claims expenses from any cause or causes, including attorneys' fees and costs and expert witness fees and costs, so that the total aggregate liability of Contractor shall not exceed $50,000, or Contractor's total fee for services rendered on this Project, whichever is greater. It is intended that this limitation apply to any and all liability or cause of action however alleged or arising unless otherwise prohibited by law. Roy Jossfolk j € 1 Contractor Printed Name Contltactor Sign fe--U DocuSigned by: +uUt P,�n.tto 7/23/2019 Giselle Romero BE69B4E387FB44B . Client Printed Name Client Signature Client Printed Name Client Signature License: CGC1524082 11305 Shotgun Road Sunrise, FL 33326-1935 1 www.bpconstructionpros.com 1 (844) 243-8296 Page 2 of 2 Date: State of (its c4f— county of {'-`11 2�( Before Ath;isy p r onally appeared �D''4 who, being duly sworn, deposes and y or e i I e the only persola-w6rking on the project located at: C r etor ig ,ure / Sworn to (or affirmed) and subscribed before me this day of t j 201 by Persof4lly know_ ;> OR Produced Identification Type of Identification Produced Print, Type or Stamp Name of Notary NANCY A. VINCEIU MYCOMW$SIGN # GG 148310 po= EXPIRES: October 11, 2021 'Ror v�°d Bonded Dru Notary public Underwrltere 10730 NW 53rd Street - Sunrise Fi. 33351 Office: (954) 747-7000 Fax: (954) 748-3939 CCC 1330987 Miami shares Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner— Workers' Compensation Insurance Exemption Florida Law rcquires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Star, Q 440.05 al]OWs corporate officers in the construction industry to exempt themselves from this requirement for Anycenstruction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: The otiicer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations, and The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt Construction exemptions are valid for a period of two years or urtii a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BlVeOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. 11 & _ Signature: v' V Owner State of Florida County of Miami -Dade /� The f egoing was acknowledge before me this r't day of20�. ay_ Lie-, f4gm; - who is personally known to me or has produced ��-• ��-- ` as identification. �TM kwho(% NANCYA.VINCELI) Vo MY COMMISSION#GO14631D m.'po EXPIRES: October 11, 2021 SEAL: yo:f�R Bonded lluutNo PublloUndertivrttere Pitch Measurement Report 10290 N Miami Ave, Miami Shores, FL 33150, .1J�5Ai 3/12 - 657 s ft " r' N �1 - [� � -Fit �-�� -off- � Miami Shores V Ilage r�)P VEDfEB3Y DATE G DEP1 DFPT Copyright © 2019 Roofr.com All rights reserved.-- TO COMPL IANC E w' "H ALL FEDFR,;L Powered By Q roofr N W E S 4 Powered By Q roofr Length Measurement Report 10290 N Miami Ave, Miami Shores, FL 33150, USA Eaves 9ft Tin Ridges Oft 13 Step Flashing Oft \,OP ��4 r\ Valleys Oft ■ Rakes 199ft 1 in ® Unspecified 55ft 10in 5 4 Hips Oft •••• Wall Fl�,s�fiipg Oft;;';• N ,VV !_ Copyright © 2019 Roofr.com I All rights reserved. 2 Area Measurement Report 10290 N Miami Ave, Miami Shores, FL 33150, USA Total Low Slope: 310 sgft Total Two Story: 0 sgft Total Two Layer: 0 sgft �1 Powered By Q roofr Predominent Pitch: (3/12) •�•• Predominent Pitch Area: 65.7.• ; .. . Total Area (excl. Low Slop(M!6V'7'sgft •• • •.:••• Q 13 Note: The above diagram contains measurements rounded to the nearest whole number. The total at the top of the page is the sum of all the unrounded (exact) measurements, which is then rounded. Copyright © 2019 Roofr.com I All rights reserved. 3 WARRIOR® ROOFING MANUFACTURING 3050 WARRIOR ROAD TUSCALOOSA, AL 35404 • PHONE (205) 553-1734 • FAX (205) 553-1755 323 DEVELOPMENT AVENUE CHAMBERSBURG,PA 17201 • PHONE(717) 709-0323 • FAX (717) 709-0027 • • •••• •••••• •••••• •• • • •••••• •••• •••• • • •••• •••• ••••• January 1, 2019 •..... .... ,�;•�• .. .. .. . ...... To Whom It May Concern, • • • • • • Thank you for purchasing Warrior Roofing Manufacturing products. NOA (Notice o; • • Acceptance) is not required if products are approved with the State of Florida for HVHZ. Warrior Roofing Manufacturing's #30 ASTM D226 and Elephant Skin products are approved for the 2017 Florida Building Code and for HVHZ areas under the Florida building code numbers FL2346-R7, FL18314-R1 and FL26011-R1. Pursuant to Florida Statues (section 553.842 that governs product approval), our products that received state approval for use in HVHZ were reviewed and approved by the Miami -Dade Code Compliance Office, which advises the Florida Building Commission on product compliance with HVHZ standards. Regards, Steven F. Crew President and Chief Operating Officer ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information . . .... ...... Master Permit No. Process No. ..... • ' • • Parkerhaus Roofin • • ' Contractor's Name 9' ' 10290 N Miami Ave, Miami Shores 33150 • Job Address � • � • "" ""' ROOF CATEGORY •• •• •• • •••.•� IRI Low Slope ❑ Mechanically Fastened Tile 17 Mortar/Ad;esive Set Tile •. ....; • .•.••• ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood ShinylA/$hakes,• • • • • • • ❑ Prescriptive BUR-RAS 150 ROOF TYPE 13 New Roof ❑ Repair 13 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 4 Steep Sloped Roof Area (SF) 0, Reroofing tl Recovering 6 Total (SF) 10 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. , � I /1 t I 15.32 Powered By Q roofr Pitch Measurement Report 10290 N Miami Ave, Miami Shores, FL 33150, USA (3/12) - 640 sgft ...... ... ...... .... ...... .... .... ..... N/A 3/12 /1 N/A r 3/12 3/12 N W E S Copyright © 2019 Roofr.com I All rights reserved. 4 ffeTOINFOW 10290 N Miami Ave, Miami Shores, FL 33150, USA 640 sgft 10 facets .•.. Predornlnant•S") 3/12..... • • • • Copyright (D 2019 Roofr.com I All rights reserved. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Appljcation Form. Section C (Low Slope Application) Surfacing.N�PUU�6 Fill in specific roof assembly components and identify manufacturer (if a component is not used, identify as "NA") System Manufacturer: GAF Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1��•'i Pmax2^8(0.2 Pmax3r 1ZQ 1 Max. Design Pressure, frorr�the s_pg 'fic Product Approval system: Deck: 4�11� Type:_T Gauge/Thickness: 5/1� / a Slope: ! Ig•. Anchor/Base Sheet & No. of Ply(s): Anchor/Base h terjjr/Bdi_ ng_Material: Insulation Base Layer: j1 Base Insulation Size and Thickness: Fastener Spacing for Anchor/Base Sheet Attachment: Field: A" oc @ Lap, # Rows @— l " oc Perimeter: J " oc @ Lap, # Rows Z @�" oc Corner: L�_" oc @ Lap, # Rows q @ 4" oc .... Number of Fasteners Per In�ul:Vibp Board!*.. • • • • • Field PerimeteV •: • • Vorfier ...... . Illustrate Components Noted and DetaWs as•. • Applicable: •••• ..•• •.••' Woodblocking, Gutter, Edge 1'erVr alion, Stri bVg. Flashing;" Continuous Cleat, Cant Strip,'Rasle•F lash ing,"ou Me r- **eel Flashing, Coping, Etc. • • • • • • • Indicate: Mean Roof Height, Parapet•Heighir "ejjllt of Base • • Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Su%*t : . .. • •' Jk— FT. Base Insula 'o astener/Bonding Material: F—iT1 Parapet Top Insulation Layer:!a 1 _ _Height _ ,. ♦ !v/. Top Insulation Size and Thickness: W v FT. Mean Roof Height i i i i Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): WA Base Sheet Fasten r/B ding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: _Hea t� FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: k ?Cng;�t�� / I J1 Notice of Acceptance Number: =+ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): : ••• 1:.' P2: P3: .• • •• — _ ee...e .... 0000 . e . f ...... .... .. . Steep Sloped Roof System Description Deck Type: 5/8 PLY Type Underlayment: 30LB ASTM / Tin Caps Roof Slope: 3: 12 Insulation: N/A Fire Barrier: N/A t Ridge Ventilation? Fastener Type & Spacing: A N/A Adhesive Type: Type Cap Sheet: Poly TU Plus Mean Roof Height: 15 Roof Covering: Boral Cement Tile /AH-160 Type & Size Drip 3X3 Galvinized Edge: 15.34 FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 127" (P1: Mg: = Mr1 Product Approval Mf (P2:�-7x1E-=-)-Mg:E-=) r2 Product ApprovalMf ]E (P3:x)_)-Mg:= Mr3 Product Mf Method 2 "Simplified Tile Calculations Per Table Below" Le Required Moment of Resistance (Mr) From Table Belovll�- Z Product Approval Mf 3/2 •l • • • • 0 Mr required Moment Resistance* • • •; • • • • Mean Roof Height Roof Slope 20' 25' 30' • • • • 40' • • • • • • 2:12 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 •••••• 39.8•••• 4:12 30.4 32.2 33.8 35.1 •••••• 37.3 • 5:12 28.4 30.1 31.6 32.8 • • 34.9 • • • 6:12 26.4 28.0 29.4 30.5 • • • 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • • • *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than orequal to the Fr values, for each area of the roof, then the file attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (PI: 4 - xL = xw:= )-W: (Pz: x L = x w: _ _� - W: x cos B -=Fr1 Product Approval F' x cos B = Fr2 Product Approval F x cos B = F,3 Product Approval F ere to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by ngineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity Ms Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = lengthProduct W = width Approval All calculations must be submitted to the building official at the time of permit application. • FLORIDA BUILDING CODE 6th Edition (2017) - BUILDING 15.35 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. ; • • • • • • • • • ; • 0 • .. . ...04, .....• . ..•..• To: Miami Shores Village Building Department DfE:' •-....; 10050 NE 2nd Ave �••••� 0 •••0 • Miami Shores, A 33138 "" "" • •"' . . Re: Owner's Name: >� J `tiL 11-� ..• .. .. . ...... Property Address: J 7'yA A 2 0 0 2 0 0 • • . • 0 0. . "0** •: �1 „4 cll,:�� 0 •..:. Roofing Permit Number: w '' : .. . .. R... .•..: : Dear Building Official: n I C ISel(-e � vo certify that I am not required to retrofit the roof to wall connections of my building because: vfie just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of th South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name � \\\\\\\ttu:I I uriji/l// ��1T E M `�V'�.. `�•�O o�W SION" The undersigned, being the first duly sworn, depose and says that he/she is the owner for the above�roperty'�tu}�ed Z Sworn to and subscribed before me this Z day of"Ad `o ,fR' 1/111r" of ///tkkkN1111\\\\ Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxa i equal to or more than $300,000.00, and the binding 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 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: Date: •I• z, 000 ...... .... ...... .. Property Address: Roofing Permit Number: • Dear Building Official: I C-� iye �le (ZPru certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as ado p ed by the Florida Building Commission by Rule 9B-3.047 F.A.C. Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ZLA _day of vV 1 20�_ n Notary Public, Sate of Florida at Large (SEAL) Revised on 5/21/2009 PUBLIC o — '�F'F 10�,\0,,, FINAL COMPLIANCE SECTION 1524 - HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. e1. Aesthetics -Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) for e purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the aareement between the owner and the contractor. r _ •000 �\ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may hive to be rer a+led in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones)•of the•Florida Building Coduilding. (The roof deck is usually concealed prior to removing the existing roof system 0 0 .0 00 �. r. . 4 6 6 00 3. Common Roofs: Common roofs are those which have no visible delineation beMWVrTeighboring'units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contracVft1dh%pr ownpl th old notify1he occupants of adjacent units of roofing work to be performed. 0000 0000 &� 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of t;e reo{decking spin be viewed from below. The owner may wish to maintain the architectural appearance; akiewlere, roofing, nail penetrations of the underside of the decking may not be acceptable. The provides the oltion'of;maintaininglhis appe#ance. 00.; ""' 5. Ponding Water: The current roof system and/or deck of the building may not drain well and mays fuse water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is L7/_6. .Ponding conditions should be corrected. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. v 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of e structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. City of Plantation Rev. 03/15/12 RE: Permit # Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: Z INSPECTION "" ""�' AFFIDAVIT •'• ...... ... ...... . ...... . . . licensed as a (n) Contr�etvr l.Enginpep f 1�-chitect, • (Print name and circle License Type) .... .... FS 468 ..... Building Inspector•... ..•e ..:..' • • • . • 3N License#:1� 1� ,�.�.. On or about ' • ' • I did personally inspect the roof dec�naiting • (Date & time) work at I-o v\ 1 Based upon that examin Manual,Bdsfd on Signature State of Florida County of Dade: (Complete Job Site Address) n I have determined the installation was done according to the Hurricane Mitigation Retrofit F.S) The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this " day df p r tIPVP� ' NANCYA. VINCELLI Notary Public, Sate of Florida at Large �' ' :.• MY COMMISSION # GG 148310 'a EXPIRES: October 11. 2021 tars•: •c.� ., _ `General, Bullding, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection amAcori nn f7190MIA)r M9MN10 MIAMI-DADE COUNTY MAMPRODUCT 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 of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiptiolr (AHJ).'• • • • • • • z • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cou&Uy Broduct Ccwlriol Sect".% (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) res" the right to have this • product or material tested for quality assurance purposes. If this product or material fair td I*Xform jti'tttt,accepted • manner, the manufacturer will incur the expense of such testing and the AHJ may imme'd'i'S4ely revolt8,'hiodify,*84 suspend the use of such product or material within their jurisdiction. RER reserves the righI;o revoke 9iiseceeptance • if it is determined by Miami -Dade County Product Control Section that this product oj.WJ•}�ial fails Jo meet the , • requirements of the applicable building code. : ' : .,..: ...... This product is approved as described herein, and has been designed to comply with:the&%orida'Building C44e..: including the High Velocity Hurricane Zone of the Florida Building Code. + DESCRIPTION: Galena Spanish "S" Concrete 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 revises NOA 14-0416.12 and consists of pages 1 through 6. The submitted documentation was reviewed by Freddy Semino, IN NOA No.: 19-0220.05 Expiration Date: 11/18/19 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 Galena Spanish "S" Concrete Roof Tile, as manufactured by Boral Roofing, LLC as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Applicant Galena Spanish `S' Roof L = 17" Tile W = 10" H = 2.7" Thickness: %" Trim Pieces L = varies W = varies Varying thickness 2.1. MANUFACTURING LOCATION 1. Okeechobee, FL 2.2. EVIDENCE SUBMITTED Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. .... . . .... ...... Test Specifications • •He9oription • TAS 112 High profile,•i'M erieckin?, ooe�piece, `�S)) 0 0000 shaped, concrei�p.Wf tile eglupped w44:0 . • two nail holes.lror'direct'dcck car .....0 battened nail ex.-mytar or adhesive set • • • • • • • applications.* ; • • ; • TAS 112 Accessory trim,* concrete ;oef Metes for ' use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier Test Name/Report Date 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) P0647-01 Wind Tunnel Testing Aug. 1994 PA 108 (Mortar Set) P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails 94-084 Static Uplift Testing May 1994 PA 101 (Mortar Set) 94-083 Static Uplift Testing April 1994 PA 101 (Adhesive Set) NOA No.: 19-0220.05 MAMFDADECOUNTY Expiration Date: 11/18/19 Approval Date: 04/11/19 Page 2 of 6 Test Agency Test Identifier Test Name/Report Date The Center for Applied 25-71834 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7214-3 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik-Drive Screw, Direct Deck) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-78 PA 100 Nutting Engineering 13343.1 Physical Properties June 2007 TAS 112 .... Celotex Corporation Testing 520111-3 Static Uplift Testin; • • Dee 1998...... Service 520191-2-1 PA 101 • • 144fc h 1999 • • Walker Engineering, Inc. Calculations Two Patty Adhesive Set S�%M 'Aptil 1999'**** Walker Engineering, Inc. Evaluation Calculations 25-7094 Fe buary 1906 ... Walker Engineering, Inc. Evaluation Calculations 25-7496 • :Ayri'1 1996* ..... Walker Engineering, Inc. Evaluation Calculations 25-7584 ...... December 199.9..' 25-7804b-8 ••'••' '••� •••••• 25-7804-4 & 5 •••••• •� 25-7848-6 " '••' Walker Engineering, Inc. Evaluation Calculations 25-7183 .. ' March 199S..... Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to 67av4 09144/09 Walker Engineering, Inc. Calculations Aerodynamic Multiplier 09/14/09 American Test Lab of South RT0624.04-14 TAS 112 07/07/14 Florida RT0807.02-18 TAS 112 8/14/18 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 shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade Product Control office 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. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 19-0220.05 Expiration Date: 11/18/19 Approval Date: 04/11/19 Page 3 of 6 4. INSTALLATION 4.1 Galena Spanish "S" Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft.) Width-w (ft.) Galena Spanish 'S' Roof Tile 8.5 1.42 0.833 Table 2: Aerodynamic Multipliers - (ft3) Tile (ft) Profile Direct Deck Application0000 Galena Spanish 'S' Roof Tile 0.235 : • ...... .. . ...... Table 3: Restoring Moments due to Gravity -Mg (ft-Ibf7""' :.. Tile 2":12" 3":12" 4":12" 5":12" 6"illy' •' ' •Z'::a2" or.. Profile •••••• ogmater ••• Galena Direct Direct Direct Direct Ditdcf' " Direct Spanish Deck Deck Deck Deck DW:% beck 'S' Roof • • • Tile99 6.20 6.13 6.03 5.89 5.74 - 5.57 • • • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Profile min 15/32" pi ood (min. 19/32" plywood) Galena 2-10d Ring Shank Nails 28.6 41.2 Spanish 'S' 1-10d Smooth or Screw Roof Tile Shank Nail z 5.1 6.8 2-10d Smooth or Screw 6.9 9.2 Shank Nails 1 #8 Screw 2 20.7 20.7 2 #8 Screw 43.2 43.2 1-10d Smooth or Screw Shank Nail Field Cli z 23.1 23.1 1-10d Smooth or Screw 29 3 29.3 Shank Nail Eave Cli z 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 2-10d Ring Shank Nails' 33.1 48.1 1 Installation with a 4" the headlap and fasteners are located a min. of 2 '/Z' from head of tile. 2 When using only one fastener use the hole that is approximately 4 W away from interlocking edge. MIAMI•DADE CONOA No.: 19-0220.05 UNTY ... I - Expiration Date: 11/18/19 Approval Date: 04/11/19 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Galena Spanish 'S' Roof Tile Adhesive 29.34 3 See manufacturer's component approval for installation requirements. 4 The Dow Chemical Company TileBond Average weight per patty 10.7 grams. 3MT' 2-Component Foam Roof Tile Adhesive AH-160, average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile ReslsLtpVpe Galena Spanish 'S' Roof 3M- 2-Component Foam Roof Tile Adhesive AH-160 696 �•• ••• '..' Tile 3M'� 2-Component Foam Roof Tile Adhesive AH-160 ..`.• 38.7• • • • • • • • • • 5 Large paddy placement of 63 grams of 3MT' 2-Component Foam Roof Tile Adhesive AH-160. • • • • • • • • 6 Medium paddy placement of 27 grams of 3MT" 2-Component Foam Roof Tile Adhesive AH-160. . • • • •. . • •". ' Table 7: Attachment Resistance Expressed as a Moment - Mf(dalbb • • • • • for Mortar or Adhesive Set Systems • • • • • • • Tile Tile Application inipum • ment Profile •..• 2tesisxarw ••• Galena Spanish 'S' Mortar Set 24.E • • Roof Tile 5. 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". OR 6 ENTEURR GALENA SPANISH "S" CONCRETE ROOF TILE LABEL (LOCATED ON UNDERSIDE OF TILE) NOA No.: 19-0220.05 AIM IAMI•DADECOUNTY Expiration Date: 11/18/19 Approval Date: 04/11/19 Page 5 of 6 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS Boral GALENA SPANISH "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 19-0220.05 Expiration Date: 11/18/19 Approval Date: 04/11/19 Page 6 of 6 MIAMI-DADE COUNTY MIAMW PRODUCT CONTROL SECTION in 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 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 Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate) revoke modify, • � o P g Y Y ,. , or snsp:: d the :::... of such product or material within their jurisdiction. RER reserves the right to revokg.thi: accepJ*%n *e, if it is * • determined by Miami -Dade County Product Control Section that this product or material faiLs.tp,lpeet tlte.;Cg0remepgs. • ; • of the applicable building code. ...:.. This product is approved as described herein, and has been designed to comply with Ae riorida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • : 0 • . ...... .... ..... .. .. .. . ...... DESCRIPTION: ICP Adhesives Polyset® AH-160 •" ' • . . . . ...... .... % LABELING: Each unit shall bear a permanent label with the manufacturer's name or logg.city, statg a4.follow�tg••; 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 Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane fou«a•idhesive Polyset®AH-160 • • • • • • • • • • ICP Adhesives Foam N/A Dispensing Equipmelal, • .... .. . ...... Dispenser RTF1000 ...... ICP Adhesives ProPack® N/A Dispensing Equipmeaf ." • .... .... ..... 30 & 100 •••••• .... ..... .. .. .. . ...... PRODUCTS MANUFACTURED BY OTHERS: • • • • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current AQ0;Mich list ajtachmeje • • - resistance values with the use of ICP Adhesives Polyset' AH-160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158'F., 100% Humidity, 2 weeks 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 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB-589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 ••• d/TV96 P36700.04.12 ASTM D 1623 0(18/�12 P39740.02.12 TAS 101 ...:.. 02/21/12 • TAS 123 • • •. . .... :""; .... . .... ..... 528454-2-1 TAS 101 ••;••; ),Oy4VV ••�••� 528454-9-1 • • • • • • 528454-10-1 520109-1 TAS 101 ;2,/18;98 • 520109-2 •••••• 520109-3 • 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 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 tile 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 tile 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 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset' AH-160 may be 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. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between see* 1.0-1.15 (A): 1.0 (B). . . .... ...... 6. ICP Adhesives Polyset AH-160 shall be applied with ICP Adhesives Foam Dispenser WF f 000 014CP. •a Adhesives ProPack' 30 & 100 dispensing equipment only. ' • 6 V • • • • • • • • • • 7. ICP Adhesives Polyset AH-160 shall not be exposed permanently to sunlight. .. •. ; • • • •; 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minute's Pier ICP AM&ives • • ; •' Polyset AH-160 has been dispensed. . , . . •• .. �. . ••s•.s 9. ICP Adhesives Polyset AH-160 placement and minimum patty weight shall be in acevrdenfe with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • • • • • • : • NOA No.: 17-0322.03 CMIAMMADECOunty 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 at 12 gram%ye paddy head of tile 9-11 sq. inches a overlap ...... • .. . ... Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal"" *17 grams Der bead:.. edge) 20-25 sq. inches each. • .... • • • . .' • ". ' •••• bead ... • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches ' • • •34 grams under pari . . . . 6660% 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 :tlh=h ptastk CWNWt 14ddr �s•�oatfs7l {ruse naqulrodt 1�A�1t11Myl1Iit11 ' Solve a lRiRoses WdWci ; 2 Eavataun. • 1Qsn. ti aria Err. [l•sut. throughpss lk eemem m rcq IM40 10In. x-6� 2I&Wi a Matters optional MT 1,10-2011 rl+] 1 Ira Oaaura Fascia 11,04 thw Wlglh p1�i11 Fw4�#jr 1ifluPwh7iNt O Aar rogldred j (u.,a�rrtryraR.re a t04mil 2 Irl, W da 0i1taH3 e apAianat a Eava Coups* _ Fasata W mphofe 10 in, In. rim sfosuve �pPa� 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 cmZ) — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. • • •••• •••••• •••••• •• • •••••• • •••• •••• • • Medium Profile / Double Pau.Tile ' • • 1. Starting at the eave course, Apply a mnrimum 2 ..•... (50.8 mm) x 10" (254 npIrt" (25.4 mm) foam • paddy onto the underlaNent 1SositioUd.$.showli • • • • • under the pan portion of theAle closest to the :....: overlock of the tile being set. • ... 2. Continue in same manner. Insure approximately 17 (109.7 cmZ) — 23 (148.4 cm') 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 cm') — 23 (148.4 cmZ) 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 r > in iin. BalCmaa apdmal e E7.VOCOU a FasW Ew. tlowra Mall threwgh ptestif omeM rW ignmquiildl MAMMA COUNTY FLI-M..., - - 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 cmz) — 23 (148.4 cmz) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum;"J, 0.8mm) x 7" (177.8 mm) x 1" (25.4 mnL foam Paddybnto t$e . • • underlayment positioned a's.hoN4n under. tha .' strengthening rib closest to 4h& everloct cetke tile • • • • : • being set. • • • • • • 0• .... .... . . 3. Continue in same manner. 11iM e approx RVIely 10"0: 00* (64.5 cm) - 12 (77.4 cm) squara inch aaesiv e • • • contact with the underside qi gV.tile. • • . . . . ...... .... % Medium Profile / Double Pan •"File • • : "": 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 cm') — 23 (148.4 cmz) 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 cmz) 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) i&1 drou0PhS* ca twhin ntNUIN4 Pad ti l na�hTflaf Uh�n� 8atha� aptlaewl Rave Case asc a xo4 14 in. 2 iti. Em d°"sam arlp adpa High Profile / Single 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 cm?) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum • •'• 50.8mm)• • • • • x 7" (177.8 mm) x 1" (25AjV?n).*f6am paddy onto the • • underlayment positioned as,."vin under trap.pan • • • • ; • portion of the tile closest to.the.a verlock of the tile . being set. 000000 .... .... .... ..... 3. Continue in same manner.0r4tit4 apprVit$ftly 17'.... • . . . . . (109.7 cm2) - 19 (122.6 cm s.quare incfi adhesive .... .. contact with the undersidaorg;tile. •• . . . . ...... ..... . .... • . .. . . .. • . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 tundff tort TDin Flat/Low ProlileTile Medium RrotlleTlle 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" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in (109.7-148.4 cm2) of adhesive contact with the underside pf the file . . .... ...... .. • •• • ..... .... Apply a 4" (101.6 mm)x4;.1101.6 mm..lx. 1" (Z • mm) foam paddy onto thezlerlaymQjat,,j st belQ t. • • the second course line positioned fogm.paddy ..... under the strengtheningribfor flat tile,•ot-under the:.. • pan portion of the tile, elbsest to the iraderlbck fare • • • • the second course tile t4 b2:hstalled. Insure • approximately 8-9 in (51.6-59.1 cm)ofadhesiJl""' contact with the underside or the tile. :....: .. . .. • • • (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) Mai throojtplastic 9nglepaddy under tik taken rewired) tbKwem Battens . Paddy(dsdert[k) +'4= 4 in. ski* 2:4 in pa an We top of Eare coMe Weephole loin 21M Eireclosure Lose Ddpedge High Profllo Tlie 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 cm') - 11 (71cmZ) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm') - 9 (58.1 cm') square inch adhesive contact with the underside of 9-"tile at the head of the tile. Continueein same rummer. • • .... ...... .. . ...... .... •••• • • •••• •••• ••••• ...... .... ..... .. .. .. . ...... . . . . ...... • • • • • • • • o.:.06 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 GS to 70 sq. in. Steep pitch applications In contact with the pan die. /, (when required) 2) Turn coven upside down. Place adhesive In to t In. from outside edge of cover tile. Then Install the tile. Ensure 20 to, 25 3% In. contact area.. IUnderlayment (motar shown) Fascia Remove top portion of the save course cover tile. Abut to second course of pan tiles. Ensure save end of pan and cover dies are flush at save line. Two Piece Barrel - High Profile Tile MLAMI•DADE COUNTY .s r 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. 2. Continue in same manner bringing f"%an courses up toward the ridge. Insure•' •' • • • • ; • approximately 65 (419�4 cm2un) — 70145 i.6 cm2) • • o • square inch adhesive * on�c* with the derside a of the pan tile. • • • • • • .... .... ..... 3. Turn covers upside dew" exposin xhQunderside:..' of the tile. Apply a m4aimnm 1" (25. 4 n-;n) x 1"'- 9 - - (254 mm) bead of adbegile;1irectly on the inner as edge of each side of t'ne coder tile: f vatq. ...•. • approximately 3/4" (19 r> 0 to 1`�25.4 mm) :....: from the outside edge of the tile, invoar� .... ?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 cm2) - 25 (161.3 cm2) 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 MIS - MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION 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 Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AILJ•r • • • . . .... ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coutttq PtUduct0Agtt9l Section% (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserM W right tol►.ave. this .....e product or material tested for quality assurance purposes. If this product or material fails t4 p�61Torm in, oijaccepWee": manner, the manufacturer will incur the expense of such testing and the AHJ may immediatel3t fevokeAwXfy, or..... suspend the use of such product or material within their jurisdiction. RER reserves the right tee evoke tkisp acceptence? if it is determined by Miami -Dade County Product Control Section that this product or m9tetldl fails Uf fneet the "' •:' requirements of the applicable building code. :":': ' • This product is approved as described herein, and has been designed to comply with the ) lori4 Builc ing•Cede , • • • •, 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 shah 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. 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: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'3 3/g" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced,.Uituminous Location #1 & #2 60 mils thick sheet material for use as an:un4e4aymentKri•s1opedmoo€- - assemblies. Designed as anIde & rain s»ld. ' . Polystick Dual Pro 61' x 313/8" ...... .. . ..... . TAS 103 and A rubberized asphalt self-at111erft, glass-fiber/polyrgel•: Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing raMbfane. Dvslkiied as 9 ' Location #2 .... .... ..... metal roofing and roof the �¢g*jl,�yment, • • • • • Polystick Tile Pro 61' x 3'3 3/g" TAS 103 and A rubberized asphalt self-a$herin, glass-fiber/polyeter:' Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing njembrgne. Dpsigged as a rp;rj%4. Location #2 roofing and roof tile underlayment. :""' . Polystick TU Max 65'8" x 31-3/8" TAS 103 and A rubberized asphalt self -adhering, poly;SterYeinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof file Location #1 & #2 underlayment. Polystick TU P 32'10" x 3'33/8" 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 file roof underlayment. Polystick TU Plus 65' x 3'33/8" 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 6518" x 3133/8" 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 313/8" 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 riles and' shingle underlayment. Elastoflex S6 G 32'10" x 3'3 3/s" 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 cm Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 ` MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. LABELING: EVIDENCE SUBMITTED Test Identifier Test Name/Report Date 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 • • • • • 94/26/11 P36900.09.11 TAS 103/ASTM D4792 &.6155 ....09/01/'141•.:- P37300.10.11 TAS 110/ASTM D4798 X Df970 • • •. • 40/19/11 • • P40390.08.12-2 ...... ASTM D 1623.... .. . ...... 08/07/J 2 • P37590.07.13-1 ASTM D6164.... ....07/02/23"0: P45270.05.14 TAS 103, TAS 110 & AS f M q5 1623 • .... 65/ 12/61-t • • P46520.10.14 ASTM D 1623 • :'' : . • -: • 10/03/1T .. • P44360.10.14 TAS 103 & TAS•1.1d• 10/07AT•: P43290.10.14 ASTM D 1970 & TtS 110 •10/17/•1.4.:: • PLYG-SC10130.06.16-3 TAS 103 & TAS•110 . : • 0 • • D6/27/J 6 PLYG-10130.06.16-1 ASTM D1970 & TAS•110 • • Q6/27;1*e • • PUSA-035-02-01 TAS 103 • • • • 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 JX201-17A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 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 H 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 adherelf ; • • ; • • • ; • • • • • • Anchor/Base Sheet: .. .. .. . ...... One or more plies of ASTM D 226 Type 11 or ASTM D 2626....... .' Fastening: g' Per FBC 1518.2 & 1518.4 Nails and tin caps 12 • p "grid, 6" o.c. �t a mimmum�M'•haad lad. (�for: base sheet only) • • • • • • Membrane: Elasto ex S6 G, hot asphalt applied .... 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 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 surfhce,'giving sp * 1:1 attention• • to lap areas. •••••• •• •••••• 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof AssemblX current Pr.oduct Coatrd: ... ... Notice of Acceptance. • .... .... ..... 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. qfte fleshing taW §hall b , : • • • pressed in place and formed around the protrusion to ensure a tight fit. A second Wye*"of Polystick Shall lid' • • ; • 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 file 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 he 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. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS 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 61G20-3 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 Elastofleg S6 G may be used in both adhesive set and mechanically fastened roof file applications. Polystick Dual Pro is limited to mechanically fastened roof file 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 Elastofleg Polystick TU Plus, Polystick Polysficfc &ystem (E3) . Profile MTS S6 G TU P, Tile Pro, TU Max M-FS-this 1 fs.Plus with• Dual Pro ''' • • • TU Plus, ..., Flat Tile Prohibited 4:12 6:12 6:12 �#12 • • • 0.9412 .... withoutbattens 1 1 1 1 •••••• 1 •••• •••• Profiled Prohibited 4:12 6:12 6:12•:12 • • 6:12 Tile without battens ...... •a a &Sol •....• The above slope limitations can be exceeded only by using battens in accordance wth the Approved Tile Sism • Notice of Acceptance and applicable Florida Building Code requirements. When battens are rued, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of file 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 file stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. i'OLMOKIIJ FU NOA No.: 17-0614.22 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 POLYST4f.K.MEMBrANES ...... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF VECIVIC AI:PEICQTIONS LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOENDATfaM. *: . .. .. .• . ..•... 1. Polyglass does accept the direct application of Polystick underlayment membranes.towood decks. Installers ark' cautioned to refer to applicable local building codes prior to direct deck installation to ensure tkis iseacceptable• : • 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 edge seam !SPeL Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 V 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 TV12" 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 401bs 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) 8944563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 0000 14. Polyglass recommends that applicators follow good roofing practices and applicable pjwedure'svPAtline&by: - .. the National Roofing Contractors Association (NRCA). .. .• . . ...... ... ...... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF E IC PP TIO?*S � • • • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOftNDATibN§. •' • • • .•.•.. .•.. ..•.. END OF THIS ACCEPTANCE :••:•: •; . . . . ...... • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI•QADE 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.aov/eeonomy GAF 1 Campus Drive Parsippany, NJ 07054 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 Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • • • • . . .... This NOA shall not be valid after the expiration date stated below. The Miami-Dade�Qdnty Prodt ...... • Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dada Count jl .' reserve the right to have this product or material tested for quality assurance purpose -sr ik is product or material fails to perform in the accepted manner, the manufacturer will incur the exprftSe Uf suchvesting • and the AHJ may immediately revoke, modify, or suspend the use of such product or Material withlii' • • •; • • their RER the to this if it is determined; %ami-daae •"" jurisdiction. reserves right revoke acceptance, .0. County Product Control Section that this product or material fails to meet the requirgWUV of the w� • applicable building code. ....:. This product is approved as described herein, and has been designed to comply with4he4morida 13uild0 �....� Code including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. 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. 15-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo. , �J NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 1 of 67 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS® Ply 4 39.37" ASTM D2178 Smooth surfaced asphaltic ply shut. (1 meter) Wide reinforced with fiberglass mat. • • • • Tri-Ply® Ply 4 Ply Sheet 39.37" ASTM D2178 Smooth surfaced asphaltic ply §hNt- (1 meter) Wide reinforced with fi6eltUs1 mat. GAFGLAS® 39.37" ASTM D2178 Smooth surfaced aspha ttic ply sh eet0 FlexPly' 6 (1 meter) Wide reinforced with fibgglgss mat ...... • GAFGLAS® #75 Base Sheet 39.37" ASTM D4601 Smooth asphaltic ase o>: base/pty Meet (1 meter) Wide f reinforced with fibe�g *s. mat. Tri-Ply® #75 Base Sheet 39.37" ASTM D4601 Smooth asphaltic Daseo=base/ply sheet (1 meter) Wide reinforced with fiberglass mat.:""' GAFGLAS® #80 UltimaT`" Base 39.37" ASTM D4601 Smooth asphaltic Sage or base/pl% skeet Sheet (1 meter) Wide reinforced with fiberglass mat. • • • • GAFGLAS® Stratavent® 39.37" ASTM D4897 Smooth surfaced asphaltic perforated Perforated Venting Base Sheet (1 meter) Wide venting base sheet reinforced with fiberglass mat. GAFGLAS® Stratavent' 39.37" ASTM D4897 Smooth surfaced asphaltic nailable venting Nailable Venting Base Sheet (1 meter) Wide base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. Ruberoid® HW 25 Smooth 39.37" ASTM D6163 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a fiberglass mat. Ruberoid® HW Smooth 39.37" ASTM D6164 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a polyester mat. Ruberoid® HW Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Granule FR 39.37" ASTM D6164 Fire retardant granule surfaced heat - (I meter) Wide welded SBS cap sheet reinforced with a polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced torch FR (1 meter) Wide applied SBS cap sheet reinforced with a polyester mat. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 2 of 67 Test Product Product Dimensions Specification Description Ruberoid® EnergyCapT" HW 1 meter ASTM D6164 Fire retardant granule surfaced heat - Plus Granule FR (39.37") Wide welded SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteTM Elastomeric Coating. Ruberoid® Torch Smooth 39.37" ASTM D6222 Smooth surfaced torch applied APP base (1 meter) Wide or ply sheet reinforced with a polyester mat. Tri-Ply® APP Smooth 39.37" ASTM D6222 Smooth surfaced torch applied APP cap, Membrane (1 meter) Wide base or ply sheet reinforced with a polyester mat. Ruberoid® Torch Granule 39.37" ASTM D6222 Granule surfaced torch applied.AIIPap (1 meter) Wide sheet reinforced vwth a polyestef neat. Tri-Ply® APP Granule Cap 39.37" ASTM D6222 Granule surfaced torch. .... applie&AW@ap Sheet (1 meter) Wide sheet reinforced Wt4 gplyester rgat. • � • • Ruberoid® Torch Plus Granule 39.37" ASTM D6222 Fire retardant gram 0re *urfaced. c*A. FR (1 meter) Wide eor applied APP cap 4gel rjinforce�. V nth a • �' • • • • • Ruberoid® EnergyCapT" 39.37" ASTM D6222 polyester mat. .. ..' . Fire retardant gramok. urfaced torch , • .' Torch Plus Granule FR (1 meter) Wide applied APP cap sheet reinforoed with a • • ••: • polyester mat. Capp soft is factory coated ; with TOPCOAT®1•ner6Cote. . ". • •; ' Elastomeric Coating. 0000 Ruberoid® EnergyCapT" 39.37" ASTM D6222 Fire retardant granule surfaced torch Torch Granule FR (1 meter) Wide applied APP cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT' EnergyCote' Elastomeric Coating. Ruberoid® 20 Smooth 39.37" ASTM D6163 SBS polymer -modified asphalt base or ply (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid® 30 Granule 39.37" ASTM D6163 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid® 30 Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid® 30 Plus Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid® Mop Granule 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Tri-Ply® SBS Granule Cap 39.37" ASTM D6164 Granule surfaced mop applied SBS cap Sheet (1 meter) Wide sheet reinforced with a polyester mat. Intec Flex PRF 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® Mop Smooth 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (1 meter) Wide sheet reinforced with a polyester mat. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 3 of 67 Product Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid' Mop Plus Granule Ruberoid® Mop Plus Granule FR Ruberoid® EnergyCapT" Mop Plus Granule FR Ruberoid® Mop Granule FR Ruberoid® EnergyCapT" 30 Granule FR GAFGLAS® Mineral -Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet GAFGLAS®EnergyCapT" Mineral -Surfaced Cap Sheet TOPCOAT® Membrane United Coatings" Roof Mate TCM Coating TOPCOAT® Surface Seal SB United Coatings— Surface Seal SB Roof Coating TOPCOAT® MB Plus Test Dimensions Specification 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 1, 5 or 55 gallons 1,5or55 Gallons 5 or 55 gallons Product Description ASTM D6164 Smooth surfaced mop applied SBS base sheet reinforced with a polyester mat. ASTM D6164 Smooth surfaced mop applied SBS base or ply sheet reinforced with a polyester mat. ASTM D6164 Granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. ASTM D6164 Fire retardant granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. ASTM D6164 Fire retardant granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Cap sheet is facjdi' Aegated with TOPCOAT® tnergyCote' "" Elastomeric Coating ss s s eee s ASTM D6164 Fire retardant grat"g Surfaced mop applied SBS cap she lsueinforced w4h a polyester mat. • s e • e • • . ASTM D6163 Fire retardant grarMCvtjfaced rnep• • applied SBS cap shteffeinforcetl'lvith a fiberglass mat. Ca; s�ieat is factory' coated with TOPCOAT®.Ener&otel • • • • Elastomeric Coating e e ASTM D3909 Granule surfaced asphaltic cap'4446 reinforced with fiberglass mat. ASTM D3909 Granule surfaced asphaltic cap sheet reinforced with a fiberglass mat. ASTM D3909 Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT EnergyCoteT" Elastomeric Coating. ASTM D6083 Water based elastomeric coating. ASTM D6083 ASTM D6083 5 or 55 Gallons ASTM D6083 5 or 55 gallons Proprietary United Coatings" Roof Mate 5 or 55 Gallons Proprietary MB Plus Coating Water -based elastomeric coating Solvent based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Solvent -based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Water based, low VOC primer used to block asphalt bleed -through. Water based, low VOC primer designed to block asphalt bleed -through. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 4 of 67 Test Product Product Dimensions Specification Description FireOut' Fire Barrier Coating 5 or 55 gallons Proprietary Low VOC, water -based fire barrier coating. Flex Seal" 1, 5 gallons TAS 139 Solvent -based elastomeric sealant. or 1 qt. tube VersaShield® Fire -Resistant 12" x 100' rolls ASTM D226 Non -asphaltic fiberglass -based Roof Deck Protection underlayment and /or fire barrier. VersaShield® Solo" Fire- 42" roll wide, ASTM D146, Non -asphaltic, fire resistant fiberglass Resistant Slip Sheet 100 ft. D828, D4869, underlayment D6757 Matrix' 102 SBS Membrane 3, 5 or 55 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Adhesive adhesive for modified bitumen rpp1• systems. .... . 000 APPROVED INSULATIONS: 0000• Product Name EnergyGuardTM Polyiso Insulation EnergyGuardTM Tapered Polyiso Insulation EnergyGuardTM RA Polyiso Insulation EnergyGuardTM RH Polyiso Insulation EnergyGuardTM RH Tapered Polyiso Insulation Table 2 •••••• •••' .. .. •• • Product Description • •lAgqufacturet (With Currept NQA) Polyisocyanurate foam insulation ; • • •GAF • Polyisocyanurate foam insulation GAF •.:..' Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation EnergyGuardTM RN Polyiso Insulation Polyisocyanurate foam insulation EnergyGuardTM Perlite Recover Board Perlite recover board EnergyGuardTM Perlite Roof Insulation Perlite insulation board EnergyGuardTM RA Composite Polyiso Polyisocyanurate foam insulation Insulation with high density fiberboard or permalite Structodek' High Density Fiberboard Roof High density fiberboard Insulation SECUROCK® Gypsum -Fiber Roof Board Gypsum board SECUROCK® Glass -Mat Roof Board Gypsum board DensDeck® Roof Board Gypsum board DensDeck Prime Roof Board Gypsum board GAF GAF GAF GAF GAF GAF GAF Blue Ridge Fiberboard, Inc. United States Gypsum Corp. United States Gypsum Corp. Georgia-Pacific Georgia-Pacific NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 5 of 67 APPROVED FASTENERS: Fastener Product Number Name 1. Drill-TecTM #12 Fastener 2. Drill-TecTM #14 Fastener 3 4. 5 on 7 .3 Q Drill-TecTM XHD Fastener Drill-TecTM 3" Steel Plate Drill-TecTM 3" Standard Steel Plate Drill-TecTM ASAP 3S TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Truss head, self -drilling, pinch point, high thread fastener for use in wood or steel decks. Carbon steel extra heavy duty fastener used in steel decks. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill- TecT" fasteners. Galvalume coated steel stress plate for use with approved Drill-Tec" fasteners. Drill-TecTM #12 fastener with Drill-TecTM 3" Standard Steel Plate. Drill-TecTM AccuTrac®Flat A2-SS aluminized steel Plate plate for use with Drill- TecTM fasteners. Drill-TecTM AccuTrac' Galvalume® steel plate Recessed Plate with recess for use with Drill-TecTM fasteners. Drill-TecTM 3 in. Ribbed Round Galvalume® plated Galvalume Plate (Flat) steel stress plate with reinforcing ribs for use with Drill-TecTM fasteners. Manufacturer Dimensions (With Current NOA) #12 x 8" GAF Max. Length #3 Phillips head. # 14 x 16" GAF Max. Length see*** #3 Phillips .' . • • • • • • • • • • head. #15 x 16 •�•••� GAF*• • •�••�• Max. Length .•,,. ••�• ;••••; #3 Phillips •....' '....' ..... head. ...... .... ..... .. .. .. . ...... . ...... . . 3" Round GAS'•..:. • 0 • •'' . . ...... .. . . .. . . ... 3" Round GAF #12 x 8" GAF Max. Length #3 Phillips head with 3" Round plate 3" square; GAF .017" thick 3" square; GAF .017" thick. 3" Round GAF NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 6 of 67 EVIDENCE SUBMITTED: Test Agency FM Approvals UL LLC IRT-ARCON Inc. Trinity I ERD Test Identifier Description 3001276 FMRC 4470 3010215 FMRC 4470 3029832 FMRC 4470 3036980 FMRC 4470 3034312 FMRC 4470 3040738 FMRC 4470 3042887 FMRC 4470 3046081 FMRC 4470 3043633 FMRC 4470 1139A8.AM FMRC 4470 3B9Q1.AM FMRC 4470 3D4Q2.AM FMRC 4470 OD1A8.AM FMRC 4470 797-03221-267 FMRC 4470 797-10228-267 FMRC 4470 797-04694-267 FMRC 4470 797-03825-267 FMRC 4470 RR203450 FMRC 4470 FM Letter FMRC 4470 FM Letter FMRC 4470 �-1-4 Z ��LZI)■ 02-005 TAS 114-J 02-014 TAS 114-J C8500SC.11.07 ASTM D6862 G30250.02.10-2 ASTM D6222 G30250.02.10-3-R2 ASTM D3909 G31360.03.10 ASTM D6164 G32520.06.11 ASTM D 1876 G33470.01.11 ASTM D6164 G34140.04.11-2 ASTM D6163 G34140.04.11-4-R2 ASTM D4601 G34140.04.11-5-R3 ASTM D4897 G36780.07.1I-R1 TAS 114-J G40620.07.12-2 ASTM D6222 G40630.01.14-1 ASTM D6163 G40630.01.14-2A ASTM D5147 G40630.01.14-2A-1-R1 ASTM D6164 G40630.01.14-2B-R1 ASTM D6164 G40630.01.14-2C ASTM D6164 G40630.03.14 ASTM D5147 G43190.03.14-1 ASTM D5147 G43190.03.14-2 ASTM D5147 G43190.05.14-R1 ASTM D5147 G43610.01.14 ASTM D5147 Date 01/28/99 03/01/01 05/11/07 08/14/09 04/09/09 05/18/12 11/14/11 02/13/13 01/20/12 09/04/97 01/0MA' 04/3907. 04/6448, 09/24/r 01457ts. 06/1'1 l 07/144M 12/04/15 0441/13 09M 5/15 . .. OV24:18' 07/ 19/04 04/08/02 11/30/07 11/11/10 06/03/15 03/31/10 06/28/ 11 01/13/11 04/25/ 11 6/4/2015 6/4/2015 07/18/11 07/17/12 01/06/14 01/07/14 04/10/14 01/16/15 01/07/14 03/06/14 03/06/14 03/06/14 05/20/ 14 01/22/14 NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 7 of 67 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Trinity I ERD G43190.11.13-1 ASTM D6222 G46160.02.15 ASTM D6163 G46160.02.15-2D-1 ASTM D6163 G46160.03.15 ASTM D6163 G46160.09.14-2A ASTM D5147 G46160.09.14-3A ASTM D6164 G46160.09.14-3B ASTM D6164 G46160.09.14-3C ASTM D5147 G46160.12.14-3E ASTM D6164 G6850.08.08 ASTM D6163 G6850.08.08-R1 ASTM D6164 G6850.10.08 ASTM D6222 G6850.11.08 ASTM D6222 SC6870.08.14-R1 ASTM D3909 PRI Construction Materials GAF-122-02-01 TAS 139 Technologies, LLC GAF-245-02-01 ASTM D6083 GAF-276-02-01Rev ASTM E2178 ASTM D6083 GAF-306-02-01 ASTM E96 GAF-314-02-01 ASTM D2178 GAF-315-02-01 ASTM D2178 GAF-369-02-01 ASTM C1289 GAF-434-02-03 TAS 114-J GAF-434-02-04 TAS 114-J GAF-464-02-01 ASTM C1289 GAF-498-02-01 ASTM D6083 GAF499-02-01 ASTM D6083 GAF-500-02-01 ASTM D6083 GAF-559-02-01 TAS 117(B) GAF-559-02-04 ASTM D1876 GAF-559-02-05 ASTM D1876 GAF-559-02-06 TAS 114(H) GAF-559-02-07 ASTM D903 GAF-559-02-08 ASTM D903 GAF-559-02-09 ASTM D903 GAF-559-02-11 TAS 114-J GAF-559-02-12 TAS 114-J GAF-559-02-13 TAS 114-J GAF-559-02-14 TAS 114-J GAF-559-02-15 TAS 114-J GAF-559-02-16 TAS 114-J GAF-559-02-18 TAS 114-J GAF-559-02-19 TAS 114-J Dynatech Engineering Corporation #4482.02.95-1 TAS 114-C Date 11/15/13 02/12/15 02/09/16 03/11/15 09/09/14 09/09/14 09/09/14 09/09/14 12/29/14 08/01 /08 04/1 j4" - 10/05G08, 02/1 W44 09/04/?4 05400600 ' 06/140r • 01/0 4711 • • 0AJR ; 08/23/11 08/23S 11' 10/22/12 09/06/ 13 09/06/13 02/06/14 09/16/16 03/12/14 03/12/14 09/30/14 10/01/14 10/15/14 10/02/14 10/02/14 10/02/14 10/02/14 10/14/14 10/14/14 10/15/14 10/15/14 10/15/14 10/15/14 10/15/14 04/16/15 09/01 /95 NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 8 of 67 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(2): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOut' Fire Barrier Coating, VersaShield' Fire -Resistant Roof Deck (optional) Protection, VersaShield' Solo' Fire -Resistant Slip Sheet, DensDeck' Roof Board, SECUROCK' Gypsum -Fiber Roof Board or SECUROCK' Glass -Mat Roof Board. Base sheet: GAFGLAS' #80 Ultima' Base Sheet, GAFGLAS' Stratavent' Nailable.V&Miag Base Sheet, Ruberoid' Mop Smooth, Ruberoid' Mop Smoot& 1 6, Fuberoj4f , � � • ,' • Mop Plus Smooth, Ruberoid' 20 Smooth, Ruberoid' HW SnaQQtj qr Rut%roli* .... ; . HW 25 Smooth mechanically fastened to deck as described helow;. 0• Fastening GAFGLAS' Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLAS' FlePfr. 6, ."". • Option #1: GAFGLASI #75 Base Sheet, Tri-Plyl #75 Base Sheet or any of Move bass;::: • sheets attached to deck with approved annular ring shank nail, ** ;in capsat a; ...... fastener spacing of 9" o.c. at the lap staggered and in two rov.cs. l Y e'o.c. in tha • • • field. . . . . ...... Not for use with DensDeck or SECUROCK Fire Barrier ; .'. ;....: (Maximum Design Pressure —45 psf. See General Limitation W) • • Fastening GAFGLAS' Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLAS F1exPly' 6, Option #2: GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT" #12 Fastener or Drill-TecT" #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac' Flat Plate or Drill-TecT" AccuTrac' Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12.5" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS' F1exPlyi' 6, GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet Option #3: or any of above base sheets attached to deck with approved annular ring shank \ nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base Option #4: sheets attached to deck with Drill-TecT" #12 Fastener or Drill-TecT" #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac' Flat Plate or Drill-TecT" AccuTrac' Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) MIAMI-DADE COUNTY NOA No.: 18-0919.12 . • • •. , Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 53 of 67 Fastening GAFGLAS® #80 Ultima` Base Sheet, Ruberoid® 20 Smooth, Ruberoid® Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-Tec' 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base Option #6: sheets attached to deck with Drill-Tec' #12 Fastener, Drill-Tec' #14 Fastener or Drill-Tec' XHD Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec'*' AccuTrace Flat Plate or Drill-Tec' AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. 0000 (Maximum Design Pressure —45 psf. See General Limitat on #91 • • • • • • Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid® jQp,S,piootli j •9„ • Ruberoid® Mop Plus Smooth, Ruberoid® 20 Smooth, Rube"d®JtW Smooth or Ruberoid® HW 25 Smooth) One or more plies GAFGLAS(%P1y4,Tri-Pjg4-Ply 4, or GAFGLAS® F1exPly' 6 sheet adhered in a full mopping df Approved Hoftalt applied within the EVT range and at a rate of 20-40 lbs./sq. onAuberoidIIfior®h Smooth torch applied according to manufacturer's applicatM)A "-4ructions.• Membrane: One ply of Ruberoid® Torch Smooth, Tri-Ply® APP Smootlf Membrane,; • • . ; • Ruberoid® Torch Granule, Tri-Ply® APP Granule Cap Sheep, , Rulberoid' EnergyCap' Torch Granule FR, Ruberoid® EnergyCap' Torch Plus Gr'p FR, or Ruberoid® Torch Plus Granule FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid® HW Plus Granule, Ruberoid® HW Plus Granule FR, Ruberoid® HW Granule FR, Ruberoid® EnergyCap' HW Plus Granule FR, Ruberoid® HW Granule, Ruberoid® HW Smooth and Ruberoid® HW 25 Smooth applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 601bs./sq. 2. GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. TOPCOAT® Surface Seal SB or United Coatings'" Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT' MB Plus or United Coatings'" Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT' Membrane or United Coatings' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 54 of 67 AC132 ENGINEERING INC Testing and Engineering Services Certificate of Authorization - C.A. # 8131 16821 SW 1 Street, Pembroke Pines, FL 33027 Antonio Acevedo, P.E/ 954-245-8976 Engineering Calculations FLORIDA BUILDING CODE 2017 CALCULATIONS FOR ANCHOR OR BASE SHEET ATTACHMENT BASED ON ROOFING APPLICATION STANDARD (RAS) No. 117 (New Construction/Reroof Applications) PROJECT NAME: Parker House Roofing This calculations is for a Flat Section of a property located at: 10290 N Miami Avenue, Miami Shores Given by: Parker House Roofing Flat Roof Section Area is: Building with a roof mean height less than Base Sheet Lap 4 Inches Wind Uplift Pressures from Permit Application: Field Area -52.5 psf Perimeter Area -62.5 psf Comer Area -52.5 psf ...... .... 11 squares ...... 10 feet SLOPE ( Equal or Lgwej) 1 /2" in 12" " • Wind Uplift Pressures from RAS No. 128 (See FBC) EXPOSURE D: Field Area -61.4 psf Wind Speed 175 mph Perimeter Area -86.2 psf Comer Area -129.7 psf ...... • •• . . FASTENERS BY NOA - NOA # 18-0919.12 Page 53 of 67 Fasteners as per NOA spacing of 9" o.c. at the 4" lap staggered and 9" o.c. in 2 rows in the center of sheet(field). Maximum Design Pressure by NOA: -52.5 psf Antonio Acevedo P.E. Fla. Reg. No: 36466 Page 1 of 3 0�13040 :*Soo: see*** 0000 ...... ACBZ ENGINEERING INC. Testing and Engineering Services CALCULATIONS FOR BASE SHEET Given: Width of Sheet is: 36 inches (Information by Roofer) Side Lap Width is: 4 Inches (Information by Roofer) A. CALCULATE WIDTH OF SHEET FOR ONE NET SQUARE (100 ft2) 1. Net Width of Sheet (ft): Net Width(ft) _ (Sheet Width) - (Side Lap Width) / 12 ' ....' .... . ...... .. . ...... Net Width (ft) = 2.666667 ft OR 32 inches ... • • • • .... .... ...... .. 2. Net Length to Make One Square (100 Square Feet) .... .... ..... ...... . . .... • ..... Net Length = (100 ft2)/Net Width so 0 0 . • 0' ' ""•" . ..... Net Length = 37.5 feet . . . . • • • • • • ...... . . .. . . .. . ... ... . . B. DETERMINE THE NUMBER OF FASTENERS PER SQUARE General Equation (1 Fastener/A) x (12 in./ft) x ((B/row) x (C/square) = D Where A= Specified Fastener spacing LAP 9 Inches A2=Specified Fastener spacing (FIELD/ROW) 9 Inches B=Net Length (in feet) to make one square 37.5 feet C=number of rows having spacing A (LAP) 1 Rows C2=number of rows having spacing A2 (FIELD/ROW) 2 Rows D= number of fasteners per square SIDE LAP ROW: 50 "=D" Fasteners/Square CENTER ROW: 100 "=D" Fasteners/Square Total Number of Fasteners per Square (every 100 ft2) = 150 TOTAL SQUARE FEET PER FASTENER 0.666667 Square Feet per Fastener Page 2 of 3 ACB2 ENGINEERING INC Testing and Engineering Services DETERMINE THE FASTENER VALUE Given: Calculated Square Feet per Fastener = 0.666667 ft2/Fastener Maximum Design Pressure From NOA -52.5 psf GENERAL EQUATION Fy = Fastener Value Fy = (max design pressure) x (square feet per fasteners) Fy = -35 Ibf DETERMINE ANCHOR/BASE SHEET SPACING TO MEET PRESSURE GENERAL EQUATION FS = (Fy x 144)/ (P x RS) FS = fastener spacing (inches) Fy = fastener value (Ibf) P = max design pressure (psf) RS = row spacing (inches) Note: Row spacing (RS) is the Net Width of Sheet divided by number of rows The Net Wdth is the width of base sheet less the side lap distance Total Number of rows from NOA = 3 Fastener Rows From Previous Calculations: The net width is 32 inches Therefore Row Spacing = 10.66667 inches Wind Uplift Pressures from RAS 128: Exposure D Field Area -51.4 psf Wind Speed 175 mph Perimeter Area -86.2 psf Comer Area 429.7 psf CONCLUSIONSIRECOMMENDATIONS A. FASTENER SPACING FOR PERIMETER AREA FS = 5.481441 inches USE MAXIMUM 5 INCHES SPACING (Fractions are rounded down per 2017 FBC) Minimum 4 Feet Wide Perimeter Width - Use 5" o.c. with 2 rows in Center of Sheet and 1 row in Lap B. FASTENER SPACING FOR CORNER AREA FS = 3.643024 inches USE MAXIMUM 41NCHES SPACING (Min. of C' Based on Section 8.1 of RAS 117 of 2017 FBC) Minimum 4 Feet by 4 Feet Area for Comer - Use 4" o.c. with 3 rows in Center of Sheet and 1 row in Lap C. FASTENER SPACING FOR FIELD AREA FS = 9.192612 USE MAXIMUM 9"LAP AND 9"FIELD SPACING (Based on Product Approval) Use 9" o.c. with 2 rows in center of sheet and 1 row Side Lap PAGE 3 OF 3 r 7/30/2019 GAF, TGFU.R1306 - UL Product Spec See General Information for Roofing Systems GAF R1306 1 CAMPUS DR PARSIPPANY, N 7054 USA ® 20 Smooth" or "RUBEROIDO Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" may be utilized as an alternate to Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLASO #80 UltimaTm Base Sheet" base sheets in any of the following Classifications. Torch applied "RUBEROIDO HW" SBS roofing membranes may be used as alternates to "RUBEROIDO Mop" SBS roofing membranes in any applicable Classification as follows:.... .0 .... ...... A. "RUBEROIDO HW Smooth" may be used as an alternate to "RUBEROtD® Mop.**.*. •; ...... ... ...... Smooth" or "RUBEROIDO Mop Smooth 1.5" • B. "RUBEROIDO HW 25 Smooth" may be used as an alternate to "RUKRQtDO 2Q;;;• ;�•••• Smooth" •••••• ••.. •.:..' C. "RUBEROIDO HW Granule" may be used as an alternate to "RUBEFI&Pt Mop •' Granule" :... % D. "RUBEROIDO HW Plus Granule" may be used as an alternate to "RU13EROIDb iop ' Plus Granule" •N••� E. "Ruberoid0 HW Granule FR" may be used as an alternate to "Ruberoid0 Mop Granule FR" F. "RUBEROIDO HW Plus Granule FR" may be used as an alternate to "RUBEROIDO Mop Plus Granule FR" G. "RUBEROIDO EnergyCap HW Plus Granule FR" may be used as an alternate to "RUBEROIDO EnergyCap Mop Plus Granule FR" productspec.ul.com/document.php?id=TGFU.R1306 1 /1 �19__ GAF, TGFU.R1306 - UL Product Spec 4. Deck: C-15/32 Incline: 1 /2 Base Sheet: — Two plies Type G2 "GAFGLASO #75 Base Sheet" or Tri-Ply@ #75 Base Sheet" or "GAFGLAS@) #80 UltimaTm Base ee r "GAFGLAS@) Stratavent@) Nailable Venting Base Sheet" or "RUBEROID@) 20 Smooth" or "RUBEROIDO Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" or "RUBEROIDO Mop Plus Granule Smooth", mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS@) Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLASO Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6" or Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply@) #75 Base Sheet" or "GAFGLAS@) #80 UltimaTm Base Sheet" or "GAFGLAS@) StrataventO Perforated Venting Base Sheet", fully adhered with hot roofing asphalt or "RUBEROID@) HW Smooth", torch applied. Membrane: —' UBEROIDO HW Granule FR" or "RUBEROIDO HW Plus Granule FR" or "RUBEROIDO EnergyCapw Plus Granu e FR" or "RUBEROIDO HW Plus GraQVLef, , torch applied. • • sass •••••• asasf• •• • •leaf• • sass•• sass sass • • fie• safe ••e•e • •see•• •sf• •saes •• •• •• • •self• • productspec.ul.com/document.php?id=TGFU.R1306 1 /1 This instrument prepared by: Name: Address: NOTICE OF TERMINATION (of Notice of Commencement) STATE OF FLORIDA: COUNTY OF MIAMI-DADE: Space above reserved for use of recording office .... • The undersigned hereby gives notice that the effective period of that certain Notice of Commencement: • • • • 0.0 :' •. . .. • . dated —recorded in O.R. Book /Page •, / • of the Public Records of Dade County, Florida, will terminate; and, in accordance with Section 713.132,.I§Grida Statuterp, the following . Information is provided: : • • ...• .... . . 1. The date and recording information for the Notice of Commencement being terminated are as des8MM above, 9f fleall informal" contained therein is hereby expressly Incorporated into this NOTICE OF TERMINATION. ';"; ."j'. ""' 2. The Notice of Commencement shall be terminated as of • �r3 0 days fr �m the recordirsg date of this Notice of Termination, whichever date is later. • • • . . . . ...... 3. This Notice of Termination applies to: ...... ❑ ail the real property subject to the above described Notice of Commencement. • •. ` : .. : ❑ only to the portion of such real property described as: *.:..a 4. All lienors have been paid in full or prorata in accordance with Section 713.06(4), Florida Statutes. 5. A copy of this notice has been served on the contractor and on each lienor who has given notice, if any. Owner Signature: Print Name SWORN TO AND SUBSCRIBED before me this by: Owner Signature: Print Name day of Personally known to me, or produced as identification. Notary Signature: Print Name: seal 20 Exhibit attached: ❑ Contractor's Final Payment Affidavit ❑ Property Legal Description ❑ Copy of Notice of Commencement 123 01-52 PAGE 4 6/12 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ROOF PERMIT REQUIREMENTS 01 PERMIT APPLICATION. (SIGNED AND NOTIREZED BY BOTH OWNF3fiA*1D ••.. CONTRACTOR) •• •• •• • 2. OWNERS AFFIDAVIT OF EXEMPTION, F.S. 553.844 35 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION.FOR.HURRIrnl MITIGATION. .. . . •. 4. PRODUCT APPROVAL. ( 2 SETS) "" o Front page. o Specific system description. o Specific system limitation. o General system limitations. o Fire Directory Listing Page. - 5. DESIGN CALCULATIONS PER CHAPTER 16. OR IF APPLICABLE RAS 127 OR RAS 128. ( 2 SETS) ROOF PERMIT PACKAGE (2 SETS) 7. OWNERS ROOFING CONSIDERATION (REROOFING ONLY) 8. $50 SUBMITTAL FEE. REVISED ON 7l9109;07l01l2015;