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RF-18-1043Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Perm Issue Date: 51212018 Permft'NO. RF-4-18-1 043 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 10/29/2018 Parcel Number Applicant 421 GRAND Concourse Miami Shores, FL 33138-0000 1132060520001 Block: 87 Lot: 12 TO 14 GRAND CONCOURSE CONDO A Owner Information Address Phone CeII GRAND CONCOURSE CONDO ASSN 421 GRAND Concourse FL 33138- 421 GRAND Concourse FL 33138- Contractor(s) Phone PALETZ ROOFING AND INSPECTION; (954)916-6642 CeII Phone Valuation: Total Sq Feet: $ 46,500.00 1500 Type of Work: Re Roof Additional Info: RE -ROOF TILE Classification: Commercial Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Amount $500.00 $28.20 $4.13 $2.75 $9.40 $275.00 $9.00 $37.60 Total: $866.08 Pay Date Pay Type Invoice # RF-4-18-67230 05/02/2018 Check #: 8968. $ 816.08 $ 50.00 04/20/2018 Check #: 8926 $ 50.00 $ 0.00 Bond #: 3740 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Review Roof Cap Sheet 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 I 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 information is accurate and at all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authoriz the above -named contractor . . - work stated. Authorized Signature: Owner / Applicant / Contractor / Agent May 02, 2018 Date Building Department Copy May 02, 2018 1 Inspection,Worksheet Miami Shores Village 10050 NZ, 2nd Avenue Miami Shores, FL Phone: (308)795-2204 fax: (305)7564972 Inspection Number: INSP-311595 Permit Number: RF4-18-1043 Scheduled Inspection Date: September 66, 2018 Inspeotor: Naranjo, Ismael Owner: Job Address:421 GRAND Concourse Miami Shores, FL 33138-0000 Project: <NONE> Contractor: PALETZ ROOFING AND INSPECTIONS INC Permit Type: Roof •Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060520001 Phone: (9 916-6642 Bulicling Department Comments RE -ROOF TILE Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed -nspector Comments CREATED AS REINSPECTION FOR INSP-311587. CREATED AS AEINSPECTION FOR iNSP-302141 CANCELLED. BY•JOE PALLETS 9/4/2018 835 Lf,S eretvW Correction Needed Re4nspectiort' Fde No Addlltionai Inspections can be scheduled until n fee ts paid dS, 2018 For trispectionsvlease call: ( 05)7624949 Page 20 of 37 Miami Shores Viiiage Building Department RE: Permit # k f- 7 ) 8 10 0 INSPECTION AFFIDAVIT Joe 1 Pq /e.h Trz (Print name and circle License Type) License #: C_C-C_ / 3 2- S LS Cp On or about S .2 L / 1 U ll //77 6ramiEtZutse work at Yol/ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: c.5 /2 4/ //a licensed as a (nContractor}' Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing Miami Vtorei rR- g3I (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S Signature State of Florida County of Dade: 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 c2-6-1/ day of Notary Public, Sate of Florida at Large CHRISTAL SIERRA Notary Public - State of Florida Commission # FF 245237 My Comm. Expires Jul 18, 2019 Bonded through National Notary Assn. `General, Building, 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 Douicori ni1nr1n1n\cnvonno BUILDING PERMIT APPLICATION u BUILDING ELECTRIC 0PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 n ROOFING � FBC 201�- Master Permit No. i2. le - 10"1,3 Sub Permit No. REVISION.- ❑ EXTENSION '.QRENEWAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS �. .., RSE (WHOLE CUI DING) JOB ADDRESS: 4L1 �Ct~%tIVI.J CONCOURSE �vv,, � vv+L�.. :..:f City: Miami Shores Folio/Parcel#:_ 1132060520520220 Occupancy Type: Load: County: Miami Dade Zip: _Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): GRAND CONCOURSE CONDO ASSOCIATION IN9hone#: 305-965-3880 ,Address: 42' GRAND CONCOURSE City:" MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Email: AMYRLINE@GMAIL.COM Phone#: CONTRACTOR: Company Name: PALETZ ROOFING & INSPECTIONS, INC. Address: 10428 W STATE ROAD 84 #7 Phone#: 954-916-6642 City: DAVIE Qualifier Name: JOEL PALETZ, JR. State Certification or Registration #: C C.C.b 1' 3 ,. (Q. ertificate of Competency #: DESIGNER: Architect/Engineer: Phone#: State: FL P. 33324 Phone#: c5 Y /11, 6 to 40 Address: City: State: Zip: Value of Work for this Permit: $ 'S `� Square/Linear Footage of Work: 500 Type of Work: i1 Addition ❑ Alteration ❑-New ❑ Repair/Replace Description of Work: `Rf TZ1T)1 I I ❑ Demolition Specif y, color of color thru tile:-17<iCC et Cc,1±c Submittal Fee $ Permit Fee $ 2S - CCF $ CO/CC $ �• Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Bond $ S O ___ TOTAL FEE NOW DUE $ 2 , v C/ Structural Reviews $ (Revised02/24/2024) Bonding Company's Name (if applicable) ' Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage tender's Address City State Zip Application is hereby madeto obtain a permit to do the work and installations as indicated. I certify that no work orinstailation has commenced prior to the issuance of a permit and that ail work will be performed tb 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 zonii g. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value, exceeding $2500, the applicant•must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. -Also, a certified Copy of the recorded notice of commencement must be posted at the job site forthe first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing•instrument.was acknowledged before me this 14 day of irr' tf . 20 a , by ' Ail � laf A / j r- ,who is personally known to me orWho has produced! !'rr( as identification and who didtakean oath. NOTARY PUB S Print: Seal: at+� Puq CHRISTOP MYCOMMISSION #FF980841 EXPIRES: May 21, 2020 9r4`' 040? BorK ad Tnn, Budget Notary Services ******************** APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument wakacknowledged before m O� day of ae1ht , 20 TO ei Pal , who is personally know *** me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: _ Commission # F1124$237 44My Comm. Expires JYgte, '4; ,•05t `� Bonded Throw*. National Notary AsaosieNoo'- **********************sue******+r******************** Plans Examiner Structural Review Zoning Clerk 4/20/2018 Detail by Entity Name Department of Slate / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Not For Profit Corporation GRAND CONCOURSE CONDOMINIUM ASSOCIATION, INC. Filing. Information Document Number N05000005775 FEI/EIN Number 20-2972125 Date Filed 06/03/2005 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 10/30/2006 Event Effective Date NONE Principal Address 421 GRAND CONCOURSE MIAMI SHORES, FL 33138 Mailing Address 421 GRAND CONCOURSE MIAMI SHORES, FL 33138 Registered Agent Name & Address Jester, Melinda A 421 GRAND CONCOURSE MIAMI SHORES, FL 33138 Name Changed: 03/28/2017 Officer/Director Detail Name & Address Title President Jester, Melinda A 421 GRAND CONCOURSE MIAMI SHORES, FL 33138 Title Secretary DE OLIVEIRA, LOIS 421 GRAND CONCOURSE MIAMI SHORES, FL 33138 http://search.sunbiz.org/Inqui ry/C or porati onSearch/SearchResultD etai I?i nqui rytype= EntityN am e&di recti onType= Initi al &searchN ameOrder=GRAN DCON COU... 1/2 �tu • ianiond Pledge, �.� Uol(ar.!.emir♦'„ (LI1�i�tUCW,1(t ROCFENG & INSPECyTIaNS PALETZ ROOFING & INSPECTIONS INC. EST. 2003 10428 W State Road 84, Unit 7 • Davie, FL 33324 Telephone:(954) 916-6642 • Fax: (954) 916-6634 License # CCC1325656 Commercial & Residential Re -Roof Proposal Proposal prepared for: Grand Concourse Condominium Association 421 Grand Concourse Miami Shores, Florida 33138 Pate: 3,21.2018 MASTER Caenleraal •ea1l+Cov,tVtYM Safety & Quality Paletz Roofing & Inspections, Inc. understands that if the existing building is to be occupied during the new roof process, the safety of you as well as our employees is our priority. We will provide barriers to keep people out of some areas during the new roof process. Barriers will be visible and the dangerous conditions explained. Our compliance with the Safety Regulations is as firm as our roof system. We perform and request mandatory Inspections during all of our roofing projects. We have a full-time foreman at the job site for any questions that you may have. We also have staff supervisors who performs regular checkups at all projects. Maintenance Maintenance is a major consideration for all roofing projects. All roof systems should undergo routine maintenance on an annual basis (at a minimum). It is also important that the individuals performing this maintenance have a strong understanding of the installed system and the Manufacturer's warranty. Permitting and Testing All roofing permits costs that are required for the new roof process as well as testing to obtain the permit is included in our bid proposal. The following tests and procedures will be completed in order to process your roofing permit: • Engineered signed and sealed design wind pressure calculations. • Metro -Dade product approval NOA for the new roof system. • A roof plan and appendix "E" along with a uniform roofing permit application will be submitted your respective municipality and reviewed by a building of roofing official of the pertinent city. • Perform an Asbestos survey or recognition by a State Certified Engineer or Testing Lab. • Removal of Asbestos if found, is not included within this proposal. • Perform drainage calculations as well as survey to verify the capacity of existing primary and overflow drains/scuppers in accordance with the Florida Building Code. • Provide roof attachment and engineered fastening pattern in accordance with the Florida building code. Scope of Work (Concrete Roll Tile Roofsl 1. Tear off existing roof system to a clean workable surface. 2. Re -nail existing deck in compliance with Florida building code. 3. Change rotted wood decking up to 320 Lineal feet of 1x8 T&G Thereafter price for wood on lower roof Is $5.00 per Lineal foot and $10.00 per Lineal foot on upper roof. 4. Remove and replace fascia at $30.00 per Lineal foot on upper roof and $15.00 per lineal foot on lower roof. 5. Change or install any lead shields, and galvanized vents (no electrical, no gas vents), if gas vent is existing customer is aware that if a gas inspection is required customer will be charged for certification and inspection by a Certified Plumbing Contractor. (Minimum charge is $250). 6. Installation of TAMKO #30 ASTM D226, with lib" ring shank nails and 1 5/8" tin caps. 7. Installation of "3x3" (white) drip edge metal to the perimeter of the roof nailed with 1Yo" ring shank nails. 8. Installation of 26 Gauge valley metal. 9. Install new L-Flashing at return's. 10. Installation of POLYGLASS TU PLUS underlayment, using 114" ring shank nails and 15/8" tin caps. 1T. installation of tile set with Polyfoam AH-160. (Large Patty) 12. Boral Concrete roll tile (Terracotta). 6q f e 1 U n 13. Clean area of the roof and premises of the property to customer's satisfaction. 14. This proposal does not include any mechanical, Plumbing, Electrical. Work done by others. Notes; • Small tile roof on NE flat roof included. • install (2) AURA-D vents for attic ventilation. • Cut stucco walls and remove flashing, install new 5x7 flashing and seal with flashing cement, membrane + re -stucco walls. 1 ns • tall new 6" seamless gutters — (Cream) to match existing south side of building. Painting of fascia and stucco will be on time and material price. (If needed) Proposal Price: $46,500.00 Note: Paletz Roofing & Inspections, Inc. may withdraw this proposal, if not accepted within 30 (thirty) days. Warranty: Above roofing system is to receive a Ten year (10) limited warranty for poor workmanship and/or faulty products, consequential damages excluded, issued upon completing and full payment. This warranty is transferable by written Agreement by an officer of PRI. )protected time of completion: ■ After job has been awarded to Paletz Roofing & Inspections, Inc., these are the steps that follow: ■ Permit applications to be signed by owner or authorized agent, notice of commencement to be recorded at the city county court of clerks. ■ Tests for calculations, asbestos, and any needed engineering tests (Mitigation reports NOT included) will be requested for permitting. ■ Permit submittals at the respective municipality or city, estimated time for both steps about ten working days. Permit fees and processing is included in job cost. ■ Projected time for tear off and installation of new roofing system, weather permitting, and tiles/shingles availability, is estimated at about five to six weeks including all required inspections by proper municipality inspector. Payment Terms: 20% deposit due at signing of contract. 30% due at time of materials loaded on the roof. 25% due upon tile delivery. 25% due upon final inspection. Make checks payable to: Paletz Roofing & Inspections. Inc. Contract Disclosures. Terms & Conditions of Contract The undersigned property owner or agent for owner ("Customer") hereby authorizes Paletz Roofing & Inspections, Inc., here after called ("PRI") to supply all materials and labor necessary for the work specified below on premises located at 421 Grand Concourse, Miami Shores, Florida. GENERAL SPECIFICATIONS: WHEN REROOFING - All work is to be performed in a workmanlike manner and in accordance with established practice and local building codes. Contractor makes no other guarantees or warranties of any kind, express or implied. The owner or owner's agent agrees and understands that ail roof decks settle, over the years, causing and uneven surface that will be more obvious when building is re -roofed. This condition is normal and it is not caused by the re -roof process and it is nor controllable by PRI. Commercial Re -Roof: There is no guarantee against ponding water. Water will more or less pond at the completion of the re -roofing as it does it currently. Ponding water may decrease the normal service life of the roof specifications. This proposal/contract is based on the current Building Code specifications. Changes of the Building Code after the date of this proposal may increase the cost of the work. Any changes in the Building Code that increase PRI's cost of completing the work are responsibility of the Owner and will result in an equitable adjustment of the contract price. If the city inspector requests changes outside of this contract in order for the property to meet current building codes, the Owner shall assume the extra cost and PRI may not proceed until Customer agrees to an equitable adjustment to the contract price. PRI is not responsible for any unsatisfactory aesthetic characteristics due to warped, misshaped, or poorly fitted tiles in color quantity and/or physical properties of the tiles (such as effervescing). PRI does not accept any responsibility or liability for any work not specifically done by PRI or its subcontractors. In no event shall PRI be liable for special or consequential damages for any damage caused by settlement, vibration, distortion, water Intrusion or failure of the foundation on which the structure rests, or damage caused by hail, hurricanes, gale winds, unusual weather conditions or acts of GOD, nor for any damage or delays due to lightning strikes, fires, accidents, bad weather, or other causes beyond PRI's control, nor for inherent defects in the defects in the premises on which work is to done, PRI is a fully Insured Company and shall have access to the roof area as close as possible to eliminate any damages to the building, its contents or surrounding property, including its plaster (such as cracks, small pops or minor water damage), paint, furniture, personal belongings, lawns, shrubberies, sidewalks, side walls, driveways, sprinkler systems, water lines, septic tanks or lines, fiberglass, metal or plastic roofs, screens or screen enclosures, awnings, antennas, pools, pool pumps, patios, washers, dryers, tools, vehicles, sheds,, etc. PRI does not Subcontract any of its work. Owner is to carry builder's risk, as well as general fire, windstorm, flood and any other necessary insurance. Paletz Roofing & Inspections. reserves the right to cease work under this contract in the event that Owner fails to make any installments within three (3) days of its due date. PRI's warranty will not be valid until entire contract is paid in full. Note: Do not sign this contract before you read It or if it contains any blank spaces. You are entitled to an exact copy of the contract you sign. You may only cancel this contract within three (3) days after its execution. The parties have no oral agreements that are not covered by this written agreement. If you default under this contract, then you agree to pay PRI's entire legal costs and attorneys fee for collection. In the event of the contract balance is not paid within fifteen (15) days of completion or as specified in this contract, you agree that the debt will bear interest at a rate of 2% per month land shall not exceed 20% per year] - ACCEPTANCE OF PROPOSAL - The above prices, specifications; and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified, Payment will be made as outlined above. Agent [7,5,,SkJ- `f 5//g Date 3.21.2018 Tyler Paletz Date (Paletz Roofing & Inspections, Inc.) is Florida Department of Department of Regulatory and Economic Resources 2,fl0 �A Environmental Protection Environmental Resources Management 701 NW 1st Court, 2nd Floor vosommommir Division of Air Resource Management Miami, Florida 33136-3912 T 305-372-6925 Fax: 305-372-6954 City VIII. Waste Addre city NOTICE OF DEMOLITION OR ASBESTOS RENOVATI TYPE OF NOTICE (CHECK ONE ONLY) : ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY) : ❑ DEMOLITION IF DEMOLITION, IS ITAN ORDERED DEMOLITION? IF RENOV ATION: IS ITAN EMERGENCY RENO VATION OPERATION? ❑ REVISED CfEIVIE` y ❑ RENOVATION �'rROOFING ❑ YES I NO APR 2 6 2018 miamidade.gov RTESY ❑ YES O NO AF.1iI�,#. i• IS IT A PLANN RENO VATION O ERATION? ❑ YE ❑✓ NO q. Pro ess # I ley Facility Name l rJ t' Gib � O Ij'-? CC) Li �"s t�CJiI�iy`►FQ`i%C1T !C (l$�1c�iI Q Address 421 GRAND CONCOURSE, UNIT# 6 City MIAMI SHORES State FL Zip 33138 County DADE Site Consultant Inspecting Site Building Size 3750 (Square Feet) # of Floors 2 8' 4 Building Age in Years 1925 Prior Use: ❑ School/College/University ❑✓ Residence ❑ Small Business Other Present Use: ❑ School/College/University ❑✓ Residence 0 Small Business Other II. Facility Owner GRAND CONCOURSE CONDOMINIUM ASSOCIATION Phone Address 421 GRAN CONCOURSE City MIAMI SHORES III. Contractor' s Name PALETZ ROOFING AND INSPECTIONS, INC. State FL Zip 33138 Address 10428 W. STATE ROAD 84, # 7 Phone 954-916-6642 DAVIE State FL Is the contractor exempt from licensure under section 469.002(4), F .S.? Zip 33324 ❑ YES ❑ NO IV Scheduled Dates: (Notice must be postmarked 10 working da ys before the project start date) Asbestos Removall(mm/dd/yy) Start: 5-3 O'' I Rinish: 3 -- 1 - / r Demo/Renovation (mm/dd/yy) Start: Finish: V. Description of planned demolition or reno vation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. NEW TILE ROOF Procedures to be Used (Check All That Apply): ❑ Strip and Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball ❑ Wet Method ❑ Dry Method ❑ Explode ❑ Bum Down OTHER: HAND TOOLS VI. Procedur es for Unexpected RACM: VII. Asbestos W aste ran/ rter: Name 112 ��i Add re$�l t 1I SO) c_ , `�`C posal Site: Name uc l41- State L. Zip - Phone f 54 MIAMI-DADE D.E.R.M. State Zip AIR QUALITY MANAGEMENT DIVISION IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACtaStlS O GgeirV yidatrigrj requfe . ti(i ucaL cn�S) Rega Ui1 iy aal��5 v5 I rdve barn Amount of RACM or ACM* submitted in Compliance with square feet surfacing material square feet cementitious a je regulations. linear feet pipe gg square feet resilient floo S cubic feet of RACM off facility components quare f } .p It roofi *Identify and describe surfacing material and other materials as applicable: `,// q�-/1 Date�� I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on - site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection duringnormaLbusinesshours._I have_read_andundersto9sLthe.additional_information provided on_the_back_of_this.form -So e k IZ (Print Ne>rag of Owner/Operator) (Signature of Owner/Operator) zs I c S- °t I b 6 0Z (Date) (Contact phone #) RER USE ONLY Postmark/Date Received ID # 161_01-158 10/10 DISTRIBUTION: White-RER Yellow -Applicant Pink -Reserve Gold -Reserve RER/DERM ASBESTOS ROOFING APPROVAL REVIEWER: . Oof-17G- LC-1— SIGNATURE: DATE: 4 i"-i(o/1 THIS APPROVAL IS FOR ASBESTOS ROOFING ONLY Florida Department of Department of Regulatory and Economic Resources Environmental Protection Environmental Resources Management Q FLO 701 NW 1st Court, 2nd Floor Division of Air Resource Management Miami, Florida 33136-3912 T: 305-372-6925 Fax: 305-372-6954 amidade.gov NOTICE OF DEMOLITION OR ASBESTOS RENOVATION TYPE OF NOTICE (CHECK ONE ONLY) : J ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY) : ❑ DEMOLITION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOV ATION: IS IT AN EMERGENCY RENO VATION OPERATION? ❑ REVISED ❑ RENOVATION ❑ YES ❑ CANCE O ROOFI ❑✓ NO WCERIE APR 2 6 2018 0 YES ❑✓ NO File # IS IT PLANN RENO VATION O ERATION? ❑ YE Cl NO ProcI�v Quality Facility Name r 1 el d f COCA r.S C%n a anI r is r a 1enit 1 C c4-1 O Address 421 GRAND CONCOURSE, UNIT # 6 City MIAMI SHORES State FL Zip 33138 County DADE Site Consultant Inspecting Site Building Size 3750 (Square Feet) # of Floors 2 844 Building Age in Years 1925 Prior Use: 0 School/College/University ❑✓ Residence 0 Small Business Other Present Use: ❑ School/College/University ❑✓ Residence ❑ Small Business Other II. Facility Owner GRAND CONCOURSE CONDOMINIUM ASSOCIATION Phone Address 421 GRAN CONCOURSE City MIAMI SHORES III. Contractor' s Name PALETZ ROOFING AND INSPECTIONS, INC. State FL Zip 33138 Address 10428 W. STATE ROAD 84, # 7 Phone 954 -916-6642 �AVIE State FL Zip 33324 Is the contractor exempt from licensure under section 469.002(4), F .S.? ❑ YES 0 NO IV. Scheduled Dates: (Notice must be postmarked t1�10 working dal ys before the project start date) Asbestos Removal (mm/dd/yy) Start: S-3 0•' l Rinish: . 1 - / D Demo/Renovation (mm/dd/yy) Start: Finish: V. Description of planned demolition or reno vation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. NEW TILE ROOF Procedures to be Used (Check All That Apply): ❑ Strip and Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball ❑ Wet Method ❑ Dry Method ❑ Explode ❑ Burn Down OTHER: HAND TOOLS VI. Procedur es for Unexpected RACM: VII. Asbestos W`astste ranspgrter. Name me Addre d I City (9-p 401 A/ VIII. Waste Addre City IX. RACM or posal Site: Name (7 6+.X1.11- Phone State 1. zip 5 3r. C` outr\4 c U0R-K_C Ili'' MIAMI-DADE D.E.R.M. State Zip AIR QUALITY MANAGEMENT DIVISION ACM: Procedure, including analytical methods, employed to detect the presence of RACM and atggogr �aqr/ l r / upfi9ble ACM., Notification{s) RA a e required submitted in Complianes ce with ve been square feet cementitious t ja 'cable regulations. square feet r iiient floori cubic feet of RACM off facility components it,„Aeza3quare feet as GINA *Identify and describe surfacing material and other materials as applicable: Amount of RACM or ACM* square feet surfacing material linear feet pipe Dat14'711.'0 I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on - site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business_hours. have_readandunderstood the_additional_information.provided_on the_back ofihisform —SO -Q i 'Pci l.k- -4 Z (Print N of Owner/Operator) 2._ 1 asp-61I b - ca LyZ (Signature of Owner/Operator) (Date) (Contact phone #) RER USE ONLY Postmark/Date Received ID # 161_01-158 10/10 DISTRIBUTION: White-RER Yellow -Applicant Pink -Reserve Gold -Reserve RER DERM ASBESTOS ROOFING ., F* PROVAL REVIEWER: C nt- SIGNATCJRE:�-----� DACE: THIS APPROVAL IS FOR SE s ?S ROOFING ONLY 4xEAGLEVIEW Premium Report 1/12/2018 421 Grand Concourse, Miami Shores, FL 33138-2484 Report: 21362787 IMAGES The following aerial images show different angles of this structure for your reference. Top View • • • • • •. • • ••. • • • .••• • • • • • • • • • • .• • • • • • •• • • 1 • • • • • • . 2008-2018 Eagle View Technologies, Inc. and Pictometry International Corp. — All Rights Reserved — Protected by European Patent Application No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. • PAGE 1 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. ► 0C t g Contractor's,Name PALETZ ROOFING & INSPECTIONS, INC. Job Address 421 GRAND CONCOURSE MIAMI SHORES,FL 33138 0 Low Slope ROOF CATEGORY 0 Mechanically Fastened Tile 6I4Ortar/Adhesive Set Tile 0 Asphaltic Shingles 0 Metal Panel/Shingles 0 Wood Shingles/Shakes n New Roof [1 Repair 0 Prescriptive BUR-RAS 150 ROOF TYPE Cr Maintenance 19�Reroofing f Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) t.% Steep Sloped Roof Area (SF) % S-4X) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drakes.. Include dimensions of sections and levels, clearly identify -dimensions of elevated pressure zongs anjl locati6p pi • • parapets. bo'tM5 • C'O0 S ONL_� W O V L .�*;`T'k ot�' -S , • .• • • • ••. •... .. .• .-..- • • • . • • • • • • • • • • .. • • . • • .. • .• • • • • .•.• • • .... • • •. (1) C) RI N E (n d C] LLI 0 z C C_ 15.32 FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING -a R . u' o s • etre • z 0 H J 0 LU CL 0 ut 3 Cr- 6 -J a w 0 w u_ w 0 a. 0 0 w m ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 8 o Calculations: Pmaxl: Pmax2: - ax3. Max. Design Pressure, from the specific oduct Approval system: Deck: Type: Ge/Thickness: SI•e: Anchor/B e Sheet & • of Ply(s): Anchor/Bas \Sheet Fastener - onding Material: Insulation Base's -yer: Base Insulation Si , and Thickness: Base Insulation Faster/Bonding Material: Top Insulation Layer: \ Top Insulation Size and Thi • ness: Top Insulation Fastener/Bondi • Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Fie •. "oc@Lap, #Rows "oc Perimeter: @ Lap, # Rows " oc Corner: " oc © Lap, ' - •w @ " oc Number of Fasteners P - nsulation - oard: Field Perimeter ner Illustr. Components Noted and Details as App ' able: W..dblocking, Gutter, Edge Termination, Stripping, Flashing, ' ontinuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base lashing, Component Material, Material Thickness, Fastener pe, Fastener Spacing or Submit • • • ♦ • • • • • •:•? T. •..• • ..•. ...• • .•• .. •• • • • •i• • ••. •••• • • •• •••• • • • rT. •• • 'P.artpet ..-44ight •••. •• • • • •..•.• • • .• • • ..•.. . • • • • • •• . ••&i n Roof Height • • FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING 15.33 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: , 0> / /20-- "- , `�`� _, Notice of Acceptance Number: /A ,.-6 7/ / , 0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1-5y. P2:— v// / 97 P3: — /26/.0 0 Maximum Design Pressure a- 5- (From the NOA Specific System): /� �,% Method of tile attachment: Ai-7-/ (6 7g' ac-F` • Roof Slope: -� :12 Steep Sloped Roof System Description Deck Type: ype Underiajrment: nsulation. . .. .., . c) itn'446-1 WW .... .. 1- Fire Barrier. astenerType & Spacing: dhesive Type ype Cap Sheet: Ridge Ventilation? Mean Roof Height: y°I •••• . . ... • ... .. . • • • . . • • .• .• ‘bkix,2-lowl-Corciele-"Citti 40:14'S\)45;idc T /� Pik( AY oof Covering: Type & Size Drip Edge: . . • 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. Compared the values for Mrwith the values from M r. gibe Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calc hens Per RAS 127" `[�� 2 I �,0.N/ m S` 6 — Mg: �,�� 7(7— a t / NOA M1 F6 (P2: 7 /• Cf7 I � ' JO / _ _ Mg: J i ce Q) NOA Mimi �i/4/' (P3:l�(r 11U170.30 / _�—Mg:.7«M ''• /I NOAb6 5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 1VOA M cc-4 Mr Required Moment Reslstanc Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38 2 39.7 422 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30A 3 33.$ 35.1 37.3 5:12 28A 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29A 30.5 32.4 7:12 24A 25 9 27.1 282 30.0 *Must be used in conjunction with a li of moment based tile systems endorsed by the Broward County Board of Rules and : ppeals. For Uplift based tile systems se Method 3. Compared the values for F. witg the values for Fr. If the F' valu are greater than or equal to the Fr values, fd'r each area of the roof, then the ' e attachment method is acceptable. . Meth : 3 "Uplift Based Tile Calculations Per (P,:_xl:_= x w: )-w:_Icos 8:= Fr (P2:_Il: - _I W:= )—W• ICOsO: = (P3 : I l: = I w: = ) — W: I Os O: _ Fri: r2. 127J '•'• • NQg F .liIFWN . • • • ••. • • • • • • • • • • • • •••• • .• • • • . • •• .. -• •.. • . _•••• • • Where to Obtain InMrmation • Description Symbol / Where to fin* :• •• • Design Pressure P1 or P2 or P3 RAS 127 ble 1 or by an engineering analysis prepared by PE besadonl.SCE 7 Mean Roof Height H Jo ite Roof Slope g Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity Ms / NOA Attachment Resistance Mr NOA Requited Moment Resistance Calculated Minimum Attachment Reslstanoe NOA Required Uplift Resistance F. Calculated AverageTileWeight W NOA Tile Dimensio I= length w= width NOA All calculations must be sub tted to the Building Official at the time of permit application • .• • • • • • • • 4 •l •••.� . • • • • • • • ENGINEER Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123`d Avenue Miami, Florida 33175-1174 Tel : 305-823-8008 / 305-397-6414 Fax: 305-823-3300 / 305-884-8834 Website: www.reilehengineering.com April 19, 2018 Report of Design Wind Loads - ASCE 7 Components and Cladding Roofing Tiles Project: Existing Building 421 Grand Concourse Miami, Florida Project Number: 18-0505 Building Information (Provided by Roofer) i X-'texS ainad Sonny Sallee, P.E. Fla. Reg # 49014 • • • Comp. Height 40 feet Kz : 1.04 • Slope Bet. 7 and 27 V(Ujc) : 1.7.E:glob Exposure C Importance Factor : 1iA• • • • Category II (Reported) • • • • Wind Uplift Evaluation: Velocity Pressure, q, = 0.00256 KZ IV(asd)2 = 48.92 psf Suction Pressure, p. Suction Pressure, p = q ((GCP) - (Gcp,)) Use GCp, = ± 0.18 • • •• . • • • • • • • • • •• • • • • • •••• • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • •. • Reileh Engineering Corporation — 421 Grand Concourse, Miami, Florida — Page 1 of 2 • • .• • • • • • , Zones Suction Pressure, p. Zone�L-ocation . �u ti ' .y, ` :, Suction °Pr"essure, psf ,. 1 -52.84 2 -91.97 3 -136.00 Fastening Pattern Evaluation Tile Type Barcelona 900 Roof Tile NOA No. : 17-0711.01 Slope 5:12 Aero. Multiplier : 0.301 Rest. Moments : 6.76 Direct Deck Zone Location { Moment Base Tile' 1 9.14 2 20.92 3 34.18 Provide minimum attachment resistance of 35 ft-lbf. • • • •• • •• • • •s•• • •••• • •••• •• • • ••• • • ••• •••• • • • •• •• 00•• • • • • • • • .• • • • Reileh Engineering Corporation — 421 Grand Concourse, Miami, Florida — Page 2 of 2 • MIAMI COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economy 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 immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High VV lecity-Hurnl ane-Zane of the Florida Building Code. DESCRIPTI N: Barcelona 900 Concrete R of Tile LABELING: Each um s a11-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 anji thcfc has beCiillb changei • •: • 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 reVISib▪ h•or change"in the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endon anent ofan'•product,' for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to.imply wish py section• of this NOA shall be cause for termination and removal of NOA. • • • .. . • . . • 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 No.12-0222.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. . . • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, tlorrrd4 and jollo; • ed by A hg o j expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then,it%h?n be dyne in its entirety. MIAMI•DADE COUNTY APPROVED .. • NOA No.: 16-0711.01 C.,..______ iration Date: 04/26/22proval Date: 10/27/16 Page 1 of 7 4. INSTALLATION 4.1 Barcelona 900 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) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct De Iication Barcelona 900 0.286 0.301 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct a Battens Direct Deck Battens Direct Deck 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 � 5.92 6.60 5.76 6.42 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) •. attens '.•..' ...• • • • • • Barcelona 900 2-10d Ring Shank Nails 28.6 - .412 • � • 19.4 ,•••• 1-10d Smooth or Screw Shank Nail 5.1 &8. • • •••• .. . 2.8 :"' . . . •• •••• 2-1Od Smooth or Screw Shank Nails 6.9 •q2.: •• •• ••••••7,3 •••• •••• •••11 1 #8 Screw 20.7 :207: . 18•.1 4 2 #8 Screw 43.2 •• ,43.2 • •29.8 , •• 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 '2371 : .. .19.0 :' '..'.' 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 MIAMI.DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 • • . •• ••' . • •• . Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4" the headlap and fasteners are located a min. of 2'/2' from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive' 29.32 1 See manufactures component approval for installation requirements. 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddy 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 ICP Adhesives Polyset AH-160 66.53 ICP Adhesives Polyset AH-160 38. 3 )Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. Table 8: Attachment Resistance Expressed as a Moment - Maft-Iaf) •• • • • • •••. ...1 for Mortar Set Systems •. •• .... , Tile Profile Tile Application • Attac1iMent '•" • • • • Resiganp e : •. I • Barcelona 900 Mortar Set5 •••• 2 .5••• •••4 6 See specific mortar manufacturers Notice of Acceptance • :: _' •. _- :::: • MIAMI•DADE COUNTY APPROVED • • . • • • . • •• • • • •. . • . • • • •. .• • .' • • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 5 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv 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 immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 900 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 anSthere4as been tchange 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 revigr} or changein the • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endbra2nt of $11 abduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failureteoornply wit aay sectica:..' of this NOA shall be cause for termination and removal of NOA. • • • • • • • • .• • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, llori 1a; and followed by the+.:. expiration date may be displayed in advertising literature. If any portion of the NOA is displaviti, thenit 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 No.12-0222.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL' and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Barcelona 900 Length = 17" TAS 112 Width = 13" Type —1 a '/2" thick Trim Pieces Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies MIAMI•DADE COUNTY APPROVED TAS-112 Test Identifier 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631-01 Product Description High profile, interlocking, one-piece, 'S' shaped, high-pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. • . • . . .. • . .•.. Test Name/Itgopr! Static Uplift ratifA TAS 102 & TAS 1 2 A) Wind Tunnel:Testing TAS 108(N$i1-Q1/1 Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel testing TAS 108 (Mortar Set) . • .. • • .•.. .•.. • • . .. . • . • •Bate .'Dec. 1991•••• •••• • • Dec.1991, • • • 4e.I?t. 1993 Aug. 1994 July 1994 • . NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 2 of 7 • Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida IC-1320-94 25-7688-3 25-7688-10 25-7688-5 25-7688-4 520111-3 520191-2-1 Calculations Evaluation Calculations RT0617.03-16 Physical Properties TAS 112 TAS 101 (Adhesive Set) TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Clips) Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity TAS 112 Feb. 1995 June 1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 09/01/16 09/01/16 06/29/16 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Department of Regulatory and Economic Development — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. • • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to t11e goot slope ui1 d • s state otherwise by the underlayment material manufacturers published literature. • • •• • 3.6 This acceptance is for wood deck applications. Minimum deck requirements sha4146; i!rt compliance with • applicable building code. • • • • • • • •• •• • • •••• • •• MIAMI•DADE COUNTY APPROVED • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• • •• • • • • Y• • • • • • • •• • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 3 of 7 • 4. INSTALLATION 4.1 Barcelona 900 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) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Barcelona 900 0.286 0.301 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 5.92 6.60 5.76 6.42 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (mkt 1962" plyvObod') .Battens • • •••• ••• :•• • • •••• •! Barcelona 900 2-10d Ring Shank Nails 28.6 44.2.. .19.4 • 1-10d Smooth or Screw Shank Nail 5.1 A6• • • •••• : •. •?�.8 •' • • •• ••• 2-10d Smooth or Screw Shank Nails 6.9 ' '2• •""13 "' 1 #8 Screw 20.7 20.7 : a 8.1 • • • 2 #8 Screw 43.2 43.2. : "' 29.8 • 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 6•T : ,••. 19.0 :-- •' • 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-1Od Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 •.• • • • • • •• ' •• ••• • f •• • • • Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 2%" from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive' 29.32 1 See manufactures component approval for installation requirements. 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddy 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 ICP Adhesives Polyset AH-160 66.53 ICP Adhesives Polyset AH-160 74 3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. 4 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. .••. Table 8: Attachment Resistance Expressed as a Moment - Mf:(ftjbfl • • • • • • • for Mortar Set Systems . ••.• •.. Tile Profile Tile Application • Attachment • •••••Resi ,3 g ••• nc • Barcelona 900 Mortar Set5 24.5.. ••:, • 6 See specific mortar manufacturers Notice of Acceptance • • • • • • • • • • • MIAMI-DADE COUNTY APPROVED • • • • • • . • . • ••• • • • • • .• • • •• . •• • • • •• • • • • •,5 • • • • • • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2).... • LOCATED UNDERNEATH TILE 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 the Building Official or applicable butldh g code in..ncier to • properly evaluate the installation of this system. • • • • MIAMI•DADE COUNTY APPROVED . • . . •. . .• . . . • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 6 of 7 PROFILE DRAWING NAIL HOLES 17" UNDERLOCK OVERLOCK .... •° ,./3za. •.,w . . .... . . . 13" • • ..• . • BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED . .. . •• • •• •••• • • . • • .• • • • . • . • .• • . •• • • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.2ov/economv 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 Psoduct Control Section. • . • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve t ie'rtght to havathis product • • or material tested for quality assurance purposes. If this product or material fails to performtih'tjtt'accepted Manner, tYtt' • • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke,'thbtiify, or suspend the tSsa..: of such product or material within their jurisdiction. RER reserves the right to revoke'thi9 accerances if it is • determined by Miami -Dade County Product Control Section that this product or material fajlts p,rpeet the` Lgquiremepts ., • of the applicable building code. . . . . .• •. • • • • • This product is approved as described herein, and has been designed to comply with:M:Plbrida Building Code • • including the High Velocity Hurricane Zone of the Florida Building Code. ' • . . .. . DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • •. • . • • .. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive 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 ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 Dimensions Test Specifications N/A TAS 101 N/A N/A .... . . Product Description"" .. . .... . • • .... Two component poI .iethane foam adhesive .•.•.•. •. . . . .• . . Dispensing Equipment• •„ . . ..• .. Dispensing Equipment";'; . • . • • • • . • . .. . .. . . . . • .. • PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 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. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 . EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA 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 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 0.4/134f93 Southwest Research Institute 01-6743-011 ASTM E 108 •• • 11i 94 01-6739-062b[1] ASTM E 84 Qr/1$/95 Trinity Engineering 7050.02.96-1 TAS 114 ••,••Q3/14496 P36700.04.12 ASTM D 1623 04/J&12 P39740.02.12 TAS 101 113✓2.14r2 TAS 123 • • •• • . Celotex Corp. Testing Services 528454-2-1 TAS 101 •• •. ••. r0/23/98 528454-9-1 528454-10-1 •• • 520109-1 TAS 101 12/28/98 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 61G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY APPROVED 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 1CP 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 RTF 1000 dispensing equipment is .ecl .ie 'd beforeapplication of any adhesive. The mix ratio between the "A" component and the "B" component sluff pp maintainefi between 1.0-1.15 (A): 1.0 (B). • •• • • • • • •• • • • • 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenserit7F1000 or ICI • Adhesives ProPack® 30 & 100 dispensing equipment only. • • •• ••• •• •••• 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 minut:es afer ICP eves • Polyset® AH-160 has been dispensed. • • • • ••• • • • • • •• • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the • Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMIDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 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 head of tile 9-11 sq. inches at overlap • 12 grams per paddy .... .• '' .... ...I • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudina, l edge) 20-25 sq. inches each ...... bead • , • •.17 gram/ per bead • • • t '•'I • • • • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches .. _..34 grame.under pan. • • 4 LABELING: •• .. . • . •.•• • . . . • . 44 All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of to • • • • • manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" of the Miami - Dade County Product Control Seal as shown below. •• • •• • •• . • • • MIAMOADE OUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 • MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. • ... . • • • • . . . . .. . •. • . ... • • Medium Profile / Double Va'n'The 1. . .•.•.•. •.. • • . . . •. . ••••• . •• Starting at the eave coum apply a m i um 2" • • (50.8 mm) x 10" (254 n1i f" (25Navvy foam. paddy onto the underlayavent ositioned•as shown • • under the pan portion o;the tie closest tathe • overlock of the tile being set' • • .. • •. • • . .• . 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 MIAMI.DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 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 of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under tee strengthening rib closest to th.e. erlock IA tile • • being set. • • . • 3. Continue in same manner. Igzxre approximately 10': • (64.5 cm2) - 12 (77.4 cmZ) square inch adhesive contact with the undersideti'' h ;i1e. • • • • •. .. .. .... . •. . Medium Profile / Double Pail Tile• • . . • . . . . . • .. • •. . • 1. Starting at the eave course, apply a minimuini2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2: At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 . MIAMI-DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2),square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddf' onto the underlayment positioned a: shotian under fhe pan portion of the tile closest to tfie overlock oche tile being set. • •• • .... .. . . 3. Continue in same manner.l>izure approximately 17" (109.7 cm2) - 19 (122.6 cn i l geiare inclraelk isive contact with the underside IA the tile. • • • • . • • • • • • • • • • • • • . • • . .. • •• • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Rat/Low Profile Tile Medium Profile Tile MIAMI•DADE COUNTY APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (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 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile .••• • • • • • • • • • . • 2. Apply a 4" (101.6 mm) x'4" (P01.6 mnS)11'1" (25.4 mm) foam paddy onto thM¶>'h'drerlayniMrMt just below the second course line positioned foam paddy • under the strengthening•ril214rflat tite,•gf under pan portion of the tile, c144sest to the usulaock far• :. •' the second course tile to.W ilastalled.' 1>aside • approximately 8-9 in2 cm2) of adhesive • • contact with the undersitle of 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) High Prot le TUe MIAMI•DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same j ner. • • .... • • • • ..• •••• • • • .... • •••• .. • • • • .... • • .. • . • • •••• • • • • • • • • . • • • • •. • • • • • • • • • • • ..• .. • • . • .. • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. in contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in.from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Eave closure (motar shown) Weephole Fascia Board Steep pitch applications (when required) Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMFDADE COUNTY APPROVED 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 two pan courses up toward the ridge. Insure •. •. approximately 65 (412.4 imp) — 760)51).6 cm2} square inch adhesive cetttact with thry Gflrlerside of the pan tile. • • • r • 3. Turn covers upside d°y'�i eifiosingthe.�itldersick•••• of the tile. Apply a mipa p 1" (24,4,p4m) x 1D�;ee• (254 mm) bead of adlr.494tlirectUolOre inner edge of each side of tlro err tile. Leave approximately 3/4" (19 mm)to 1"GMkim) from the outside edge:Df th2etile, iitward, 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 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy 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 Pr di ct Contro4 Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tht'tjglit to h8/e this product or material tested for quality assurance purposes. If this product or material fails to NffoMi in the aecepted • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately tewke, n odify•or suspend the use of such product or material within their jurisdiction. RER reserves the right VI reloke this xceptanq� ; • • • if it is determined by Miami -Dade County Product Control Section that this product or materialfafis to rile:t.thh requirements of the applicable building code. • •' • This product is approved as described herein, and has been designed to comply with the Flotida Btilding gq• including the High Velocity Hurricane Zone of the Florida Building Code. • • • • DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino., MIAMIDADE COUNTY APPROVED 7,1 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: Product Polystick IR-Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MIAMFDADE COUNTY APPROVED Dimensions 65' x 3'33/8" Or65'x3' 60 mils thick 61' x 3'33/8" 60 mils thick 61' x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'33/8" 130 mils thick 65' x 3'33/8" 80 mils thick 65'8" x 3'33/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32'10" x 3'3 3/8" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shied•. • • • A rubberized asphalt self-adhetipe lass -fits /polyester reinforced waterproofing merawte. Des as a metal roofing and roof tile un I s1 yment. A rubberized asphalt self-adht g, glass-ObeOpolyests. • • reinforced waterproofing membganes. Desigpedsas a me,tai.. • roofing and roof tile underlaynet�t• . •• • • .. • . . • • . . • . . A rubberized asphalt self -adhering, polyester rginforceil.. • ••• waterproofing membrane. Designed as a 1 roof tile underlayment. • • • • •• • • • . . • • A rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 ,MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test AQencv Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier P10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 ASTM D 1623 ; . • ASTM D6164 •. • TAS 103, TAS 110 & ASTM 1i►1.6423 ASTM D1623 .... TAS 103 & TAS ASTM D 1970 & TAS410 • • TAS 103 & TAS 110 • • ASTM D1970 & TAS:r1 : . . TAS 103 •• •• • . TAS 103 • • • TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 Date 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 ..W119/11 •• • 0/Y07/12 V T62/13 • U'5/12/14 • • 10/•03/14 • . . . •14/a7/14 •.1AW17/14 • • •06/7/16 06/27/ 16 ▪ .M9/06 • • • •1,2/j 0/07 • •'07/06/09 . • • • • • 04/01/08 11/09/09 02/18/10 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMFDADE COUNTY APPROVED 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. MIAMFDADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 • • INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: MIAMI.DADE COUNTY APPROVED Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. 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) 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. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered • • .... • • . •. . .... ..•. One or more plies of ASTM D 226 Type II or ASTM D 2626. • • • • • • . •. • .• . . • .. . • • • . . . . . •... Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a.gihairfum 4" alslap. (fpj• � � • base sheet only) • • Elastoflex S6 G, hot asphalt applied See General Limitations Below. • .. . . • . • • . .. • • • • • .. • . • • . • • . Wood, non -insulated Min. 19/32" plywood or wood plank Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626. 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) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 Notice of Acceptance. • •:. • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The fiaslvng tape shall be • • pressed in place and formed around the protrusion to ensure a tight fit. A second layer liolysti:kskkil be • applied over the underlayment. • • • • • • INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. 'Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. . • • • • . 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Asset/145o Scent Prodyat.Control • • • 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 MTS1hi. may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) MTS IR-Xe Elastoflex 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 MIAMI-DADE COUNTY APPROVED • 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 Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystick MTS Plus • •.. • : Sy •tem (E3) MA figs with• TU•Elus • Flat Tile Prohibited without battens 4:12 6:12 6:12 5:1'2 . • • • S•12 • • • • • Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12.... • - - : 6;).2 _ • .. • • • .. . • .. . . • • • • • • • • • • • ••• • • ... •• •. •••l The above slope limitations can be exceeded only by using battens in accordance with 1h4Approved Tile System • • Notice of Acceptance and applicable Florida Building Code requirements. When battens are requiredz 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 tlrppyiiig of • • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. a 0 G N l0 POL`r511CK1U Plus MIAMI•DADE COUNTY APPROVED (6 Max. Per Stack) 12 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 POLYSTICK MEMBW& S • . . PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPF•C•j,FI4,APPI4MTIONS. • LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS.. • . 1. Polyglass does accept the direct application of Polystick underlayment membranes to vtdod decks' InstAllers are ; • • • cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is' t&eptable."" 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 as ljexotglyglass • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1.'/i: metal disk as • required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rare of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/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. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 • . T • 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished .upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). •, • • • • • • • • • •• • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPcaI:IF: APPLI CTIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMA NDATIONS.. MIAMI-DADE COUNTY APPROVED END OF THIS ACCEPTANCE •• • • • ••.. •. • • • • • • • • •••• • • •. • • • • ••• •• •••. • .• • • • • • • • • •• • • • • • • : • •• • • • • •• NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 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 a d the contractor. The owners initial in the designated space indicates that the item has been explained. ,1. Aesthetics -Workmanship: The workmanshipp,rovisions of Chapter 15 (High Velocity Hurricane Zone) are for the 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 agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current, provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida iiu`;?o rrg. Code. Building. (The roof deck is usually concealed prior to removing the existing roof system:. • • . • • • • •• • •••• /3. Common Roofs: Common roofs are those which have no visible delineation betwieeoceghboringwrsits (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractoresks4owner should notify the occupants of adjacent units of roofing work to be performed. • • • • • • • • • • • • (../ 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof. pecking can be viewed from below. The owner may wish to maintain the architectural appearance; trtepelore, roofing nail. penetrations of the underside of the decking may not be acceptable. The provides the optitt ollnaintainiribittits appearance. • • •• • • • • • • • • • • 5. Ponding Water: The current roof system and/or deck of the building may not drain well.and may cause wa er to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of Structurrldistres.aryl may require the review of a professional structural -engineer. Ponding may shorten the life expectarlCy•Rricr performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. /6. 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. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the 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. COMMENTS: :04v—f/V54.kt L71 .- • = Owner's/Agent's gnatu - Date, Contractor's Signature City of Plantation Rev. 03/15/12 • • • • • • • • • • • • • • • • • • .•• • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH -VELOCITY HURRICANE ZONES - UNIFORM PERMIT APPLICATION Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: .•••••• Roof System Required Sections of the Permit Application Form Attachments RegYw44. See List Below Low Slope Application A,B,C • • ••.• 1,2,3,4,5,6,7 �•.•• Prescriptive BUR-RAS 150 A,B,C • • 4,5,6,7 •• •• Asphaltic Shingles A,B,D • • • • 1,2,4,5,6,7 • • Concrete or Clay Tile A,B,D,E • • 1,2,3,4,5,6,7 '••' Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation •••• • • •• • • • • • •• • • •••• • ••• • ••• • ••• • ••• ••• • • ••• • • ••• •• • • • • • •• • • • • • • • • • •• • • •• • • •• • •• • • •• • •• • FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING 5.31