Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RF-18-2261
Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe mit Parcel Number Issue Date: 8123/2018 Permit NO. RF-8- 8-2261 Permit Type: Roof Work Classification: Tile Permit Status APPROVED Expiration: 02119/2019 Applicant 150 NW 102 Street Miami Shores, FL 33150- 1131010230130 Block: Lot: LINETH RICHARDSON Owner Information Address Phone CeII LINETH RICHARDSON 150 NW 102 Street MIAMI SHORES FL 33150-1232 (305)751-2531 Contractor(s) ALL AMERICAN ROOFING INC Phone (954)772-7663 CeII Phone Valuation: Total Sq Feet: $ 15,946.00 1845 Type of Work: Re Roof Additional Info: Classification: Residential Scanning: 4 Fees Due Bond Type - Contractors Bond CCF Copies DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $9.60 $16.30 $4.13 $2.75 $3.20 $275.00 $12.00 $12.80 $835.78 Pay Date Pay Type Invoice # RF-8-18-68658 08/23/2018 Check #: 33399 $ 835.78 $ 0.00 Bond #: 3871 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit 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 that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor tQ do the wrk stated. Authorized Signature: Owner / Applicant / Contractor / Agent August 23, 2018 Date Building Department Copy August 23, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 7Ckl'i Inspection Number: INSP-002055-2018 Permit Number. RF-8-18-2261 Scheduled Inspection Date: December 03, 2018 Inspector. Naranjo, Ismael Owner. LINETH M RICHARDSON Address: 150 NW 102 ST Project: Miami Shores, FL 33150 Contractor. ALL AMERICAN ROOFING INC JOSEPH MANNING Permit Type: Roof Inspection Type: Roofing Final Work Classification: Tile Phone Number. 3057512531 Parcel Number. 1131010230130 Phone Number. 9547727663 Building Department Comments RE -ROOF EXISTING SLOPE ROOF Checklist item General Comments Passed False Comments 11/30/2018 SEAL. DRIVE PINS Passed Ed/ Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments November 30, 2018 For Inspections please call: 305-762-4949 Page 16 of 29 Technology Fee $ Structural Reviews $ (c,:3C 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 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Q ROOFING RECEIVED A G 2 2018 BY FBC 201 . Master Permit No. A V — 2261 ❑ REVISION Sub Permit No. ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 150 NW 102 STREET ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Folio/Parcel#:11-3101-023-0130 Is the Building Historically Designated: Yes NO NO Occupancy Type: RES Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): LINNETH M RICHARDSON Address:150 NW 102ND STREET Zip: 33150 BFE: FFE: Phone#:3057512531 City: MIAMI SHORES State: FL Zip: 33150 Tenant/Lessee Name: Email: NONE Phone#: CONTRACTOR: Company Name: ALL AMERICAN ROOFING INC Address: 944 WEST PROSPECT ROAD Phone#: 9547727663 City: OAKLAND PARK State: FL Zip: 33309 Qualifier Name: JOSEPH MANNING Phone#: 9547727663 CCC055570 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Zip: Phone#: Value of Work for this Permit: $ 15, 9 (16 Square/Linear Footage of Work: MO s(Z, F- Type of Work: ❑ Addition ❑ Alteration ❑ New❑ Repair/Replace ❑ Demolition Description of work: REROOF EXISTING SLOPE ROOF Specify color of color thru tile: Cfryle. fikf L i b(1 i s ng. Red A i l Submittal Fee $ lam. Co/CC $ Scanning Fee $ Radon Fee $ 2 �5 DBPR $ ' • 13 Notary $ Training/Education Fee $ Double Fee $ Bond $ - ( m TOTAL FEE NOW DUE $ —a 3 8 Permit Fee $ z��" CA CCF $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur OWNER or AGENT The foregoing instrument was ackno ledged before me this day of Ail/-S. ,20 %UJ ,by L/k/2JE .6414SC-ide ,yerOis personally kno n to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: '- 1411,A. ,; ? °;%Q .�Olop,. as ****************************** MONALISA GIPSON o ary •uis - e o 'n'a Commission # FF 964211 My Comm. Expires Mar 27, 2020 Bonded through National Notary Assn. Signature The foregoing instrument was acknpwledged before me this day of sc-i/j RAMr,✓i«�9 .� , who is know�r to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 'Sign: Print: Seal: APPROVED BY Plans Examiner 20 AO' , by < MONALISA GIPSON ne% Notary Public - State of Florida � * �•+ .„ •: Commission # FF 964211 My Comm. Expires Mar 27, 2020 ; ,,,„ '' Bonded through National Notary Assn. Zoning (Revised02/24/2014) Structural Review Clerk 8/15/2018 Property Search Application - Miami -Dade County IMPORTANT MESSAGE When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Folio SEARCH: 11-3101-023-0130 PROPERTY INFORMATION Folio: 11-3101-023-0130 Sub -Division: BONMAR PARK ADDN RESUB Property Address 150 NW 102 ST Miami Shores, FL 33150-1232 Owner LINNETH M RICHARDSON Mailing Address 150 NW 102 ST MIAMI SHORES, FL 33150-1232 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT https://www.miamidade.gov/propertysearch/#/ 1/8 8/15/2018 Property Search Application - Miami -Dade County Beds / Baths / Half Floors Living Units Actual Area Living Area Adjusted Area Lot Size Year Built 2/1/0 1 1 1,588 Sq.Ft 1,052 Sq.Ft 1,292 Sq.Ft 8,057.1 Sq.Ft 1941 https://www.miamidade.gov/propertysearch/#/ 2/8 8/15/2018 Property Search Application - Miami -Dade County Featured Online Tools Comparable Sales Non -Ad Valorem Assessments Property Record Cards Property Taxes Report Homestead Fraud Tax Estimator Value Adjustment Board ASSESSMENT INFORMATION Year Land Value Building Value Extra Feature Value Market Value Assessed Value TAXABLE VALUE INFORMATION COUNTY Exemption Value Taxable Value SCHOOL BOARD Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL Exemption Value 4 Taxable Value BENEFITS INFORMATION Benefit Glossary PA Additional Online Tools Property Search Help Report Discrepancies Tax Comparison TRIM Notice 2018 $177,245 $96,900 $1,849 $275,994 $92,521 2018 $92,521 $0 $25,500 $67,021 2017 2016 $177,245 $177,245 $89,923 $1,878 $269,046 $90,619 2017 $90,619 $0 $25,500 $65,119 $50,500 $50,500 $42,021 $40,119 $89,923 $1,906 $269,074 $88,756 2016 $88,756 $0 $25,500 $63,256 $50,500 $38,256 $50,500 $50,500 $50,500 $42,021 $40,119 $38,256 Type 2018 2017 2016 https://www.miamidade.gov/propertysearch/#/ 3/8 8/15/2018 Property Search Application - Miami -Dade County Save Our Homes Cap Homestead Second Homestead Senior Homestead Widow Assessment Reduction Exemption Exemption Exemption Exemption $183,473 $25,000 $25,000 $42,021 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). 4 FULL LEGAL DESCRIPTION BONMAR PK ADD A RE -SUB PB 24-71 LOT 12 E1/2 OF LOT 11 BLK 2 LOT SIZE 75.300 X 107 OR 14909-2156 0291 1 COC 25908-4341 08 2007 5 SALES INFORMATION Previous Sale 09/01/2007 08/01/2007 02/01/1991 09/01/1990 12/01/1981 08/01/1980 06/01/1978 Price $0 $0 $68,900 $0 $60,000 $65,000 $41,000 OR Book -Page 25584-0354 25908-4341 14909-2156 00000-00000 11303-0961 10832-1434 10064-2007 $178,427 $25,000 $25,000 $40,119 $500 Qualification Description Sales which are disqualified as a result of examination of the deed Sales which are disqualified as a result of examination of the deed Sales which are qualified Sales which are disqualified as a result of examination of the deed Sales which are qualified Sales which are qualified Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2018 2017 2016 LAND INFORMATION Land Use Muni Zone GENERAL R-14.25, R-15 1 BUILDING INFORMATION PA Zone 0800 - SGL FAMILY - 1701-1900 SQ Unit Type Units Front Ft. 75.30 $180,318 $25,000 $25,000 $38,256 $500 Calc Value $177,245 https://www.miamidade.gov/propertysearch/#/ 4/8 8/15/2018 Property Search Application - Miami -Dade County Building Number 1 4 Building Sketches Available! EXTRA FEATURES Description Chain -link Fence 4-5 ft high Chain -link Fence 4-5 ft high Sub Area Year Built 1 1941 ADDITIONAL INFORMATION Actual Sq.Ft. Living Sq.Ft. 1,588 1,052 Adj Sq.Ft. 1,292 Calc Value $96,900 Year Built Units Calc Value 1981 125 $825 1979 160 $1,024 * The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies. https://www.miamidade.gov/propertysearch/#/ 5/8 x015 26TH ANNIVERSARY ALLAMMERICANROOF.COM Date: 07/02/2018 E#: 49251 stow �-I3-t�a°led ALL AMERICAN ROOFING, INC. FAMILY OWNED AND OPERATED SINCE 1989 CCC055570 d, M' nal Dade nd Palm Beach Counties. 944 West Pro ect Road Fort Lauderdale, FL 33309 f�� Email:aaar@allamericanroof.comSiAgy RICHARDSON, LINETTE ?NT ~-�— 150 NW 102 St. �� DATA SASE' Miami, Fl. 33150 €$1 gali CAS poQp/lv Phone: (305)751-2531 oak 04 In f#5 a le Dade: (305) 466-0411 Broward: (954) 772-7663 Palm B.:(561)479-4983 Fax: (954)772-5001 CLASS CAP TILE/FLAT REROOF /:/i Re: New Roof Ka Nog We are pleased to submit the followinsal 'ir o; consideration on the above referenced premises. We agree to provide all labor, material, equipment, taxes, permit and the proper insurance. All proper care to protect owner's property will be taken. SCOPE OF WORK: Remove the existing slope and flat roof and install new tiles on the slope roof and Glass Cap roof system on the flat roof. There is exposed decking -on -the carport and front porch roof. We will) use 3/4" nails on these areas. Nails tips and splintering will occur as existing. PROCEDURE OF WORK: PREPARATORY WORK: FOR SLOPE AND FLAT DECKS A. Cut and remove all existing roofing down to the plywood deck. Remove only as much roofing in one working day period that can be replaced. Water cut off is to be installed at the end of each working day to assure a watertight condition. B. Replace all rotted plywood sheathing up to 75 square feet at no additional charge. Any additional replacement of the plywood decking beyond what's stated will be at the cost of $3.50 per square foot or replace all 1" X 6" tongue and groove decking up to 50 linear feet at no additional charge. Any additional replacement of tongue and groove beyond what's stated will be at the cost of $ 4.50 per linear foot. Any plank, fire rated plywood. fascia, beams, trusses, or soffit replacement is not included in the quote. C. Remove all debris and cart away. DECK SECUREMENT: Re -nail plywood or tongue and groove deck to meet local codes. If screws are needed due to metal truss or beams it is not included. RICHARDSON. LINE1TE 2 of6 SLOPE ROOF: A.S.T.M. 30 LB. FELTS Install one ply of 30 lb. felts which will be mechanically fastened in accordance with local building codes and manufacturer's specifications. 90 POUND FELTS Install 90 weight mineral surface roofing embedded in a minimum uniform layer of 28 lb. of Domestic Type IV hot asphalt per 100 square feet. NEW TILE: Install 13" flat, mission S or roll concrete standard colored locally manufactured tile embedded in polyset foam in strict accordance with local building codes and manufacturer's specifications. FLAT ROOF: BASE SHEET: Install one ply of 28 lb. fiberglass base sheet to the entire surface of the roof, lapping each sheet four inches over the underlying sheet and six inches over the end laps. Each sheet is to be installed without voids and 100% mechanically fastened to the deck. FIBERGLASS FELTS: Install two (2) plies of Ply IV fiberglass felt roofing. Each ply is to be embedded in a minimum uniform layer of 251bs. flat asphalt per 100 square feet. GLASS CAP: Install one (1) ply of mineral surface fiberglass reinforced cap sheet embedded in Type IV Hot asphalt. MISCELLANEOUS: FOR SLOPE AND FLAT DECKS 1. Install new lead_flashings on all existing plumbing vent through roof waste pipes. 2. Install 26 gauge galvanized mill finish, brown or white drip edge metal flashing. Secured 4°' - 6" on center according to local building codes. 3 Install 26 gauge galvanized mill finish 16" valley metal nailed every four inches. 4 To assure a proper seal, install an additional three course roofingsystem consisting of one ply of asphalt saturated membrane embedded between two layers of roof flashing cement on the valley metal. 5. When applying new roofing, all necessary metals will also receive one coat of cut asphalt primer for proper adhesion. 6. For additional ultraviolet protection, install loose granules on all seams of new roofing. 7. Remove and replace 26 gauge galvanized all-purpose two way vents. 8. Install cricket at rear of chimney. QUOTATION: For the sum of Fifteen thousand nine hundred forty six dollars with zero cent RICIIARDSON, LINETTE 3 of 6 We will attempt to apply repairs/reroof around existing gutters and downspouts however there is no warranty for damage or leaks at gutters. Gutter repair and replacement is not included. Please have gutter removed prior to repair/ reroof is this is of concern. Please call to discuss. WARRANTY: - Five (5) year workmanship warranty on all labor provided by All American Roofing, Inc. - Ten (10) year limited material warranty from manufacturer on Built up Roofing. ***************FINANCING OPTION************** All American Roofing, Inc., is a Y-Grene Certified Roofing Contractor. Y Grene is a cost effective Iow interest way to finance your new roof. Most homeowners are eligible through the equity in their home. Please contact our office and we will gladly assist with the application process. Our estimators do not work on commission! All of our estimators are paid hourly or salary, thus preventing a conflict with cost or quality on a new roof. ******* WE WANT TO BE YOUR ROOFER ! ******** SO PLEASE CALL US BECAUSE WE WILL DO OUR UTMOST TO ACHIEVE THIS GOAL. PLEASE REVIEW ALL NOTES AND CALL TO DISCUSS WHAT IS APPLICABLE BEFORE SIGNING APPROVAL. NOTES (Please review the following notes and call to discuss items that may apply to Your roof.): 1. The existing roof may be fully adhered or stuck to the roof deck. If so, complete removal cannot be performed and a partial roof reiiioval and/or a recover specification may be necessary, if so All American Roofing, Inc. will provide a written change order request. 2. Asbestos - abatement removal and disposal is not included, if applicable. 3. Please inform us if you have an exposed roof deck (the underside of the deck is visible and not covered by ceiling). If you have exposed decking, some nail tips may show and/or some sprawling or splintering of ceiling may occur. TlJe budget to overlay existing deck with 5/8" plywood is $ 2.50 per square foot. It is the responsibility of the owner to request this option. All American Roofing, Inc. is not responsible for ceiling damage from fastener. Also dirt, dust, and debris could fall from the seams during the reroof procedure. Please take the necessary precautions to protect the interior. Please call to discuss. 4. Unless otherwise stated, this proposal does not include gutter and downspout damage, repair and/or replacement, AC, electric, plumbing, solar panel, mechanical, satellite dish and /or screen enclosures, if applicable. 5. There will be an additional charge if other trades damage our roof or delay our work due to their negligence. 6. Tongue and groove decking may be replaced with plywood, if applicable. 7. Price based on using existing metal base flashing, if new metal base flashing, metal installation, and wall removal / replacement is required, there may be an additional charge. 8. Please be informed that heavy equipment's and tools may be used to perform the roof work. There may be some disturbance to the occupants from the noise and vibration. All American Roofing, Inc., will not be responsible for loose interior fixtures including, but not limited to RICHARDSON, LINCTTE 4 of 6 light fixtures, chandeliers, wall hangings, popcorn or water damaged ceilings. Please call to discuss, if necessary. 9. As per building codes, any gas vents on the roof need to be worked on and/or signed off by a licensed plumber, which is not included in this contract. 10. If insulation and sheathing overlayment is desired or required it will be at an additional charge. 11. When reroofing and/or repairing roofs, some deck deflection maybe visible. New roofing is to follow the contour of existing deck. All American Roofing, Inc., is not responsible for deflection. 12. Price based on wood decking with one (1) existing roof with no insulation or tapered insulation. Any additional roof removal, insulation or tapered insulation will be at an additional charge. 13. Metal roof or awnings are not included in warranty 14. If the building department requires an architect and/or an engineer for any documentation unrelated to your roof, this is not included in this proposal. If the building department requires any testing beyond what is stated in our proposal, there will be an additional charge. 15. Any warranty is non -transferable without written authorization from All American Roofing, Inc. 16. If your city requires the Miami 21 Solar reflectance products, it is not included in this proposal. 17. Please be aware your home/building may be under jurisdiction of a community association or local building department and certain types of roof systems may not be permitted. It is the customer's responsibility to determine if the roof system is acceptable to all parties involved. 18. Any piping and wiring improperly installed on the underside of the deck may be damaged by fasteners and/or nails and is not the responsibility of All American Roofing, Inc. 19. When replacing deteriorated wood some areas maybe not be physically accessible due to design. Deteriorated wood replacement is limited to physically accessible areas from the roof top only. Some areas may remain visible in attic or ceiling space. 20. If the existing gutters are secured to the face of edge metal. Code required fastener to be below the metal face. If gutter replacement and/or repair is need —due to reroof project it is not included in price. 21. Please note that tiles and shingles are purchased from a manufacturer. The exact color/shading of tiles accessories and mortar may vary from brochure photos and hard samples. All American Roofing, Inc. is not responsible for color /shading of tiles or shingles products. ATTENTION PROPERTY OWNERS DON'T JEOPARDIZE YOUR INSURANCE! We are fully and properly insured. Certificate of insurance applicable to your property will be provide upon your request. It behooves the owner to make sure a contractor carries the proper insurance and licenses. SUPERVISION: Our work is done in a workmanlike manner by trained, qualified mechanics, using the latest technical equipment for the job. Trained professionals supervise all jobs and upon completion also inspect and evaluate the premises and workmanship. RICHARDSON. LINETrE 5 of6 Every safety precaution will be taken to protect the owner, pedestrians, property, and landscaping. All work areas will be cleaned daily, and the equipment will be removed immediately upon completion of work. Please review all proposals to assure they have the same scope of work and check all references to assure all contractors are reputable. Thank you for the opportunity to bid on this work. Should you have any questions or require any additional information, please do not hesitate to call. This price is valid for ten (10) days. Respectfully submitted, Richard Lopez / Field Supervisor ALL AMERICAN ROOFING, INC RL/JG/ richardsonlinette-rr.pro PAYMENT TERMS: S1,000.00 DEPOSIT. 1/3 UPON START, 1/3 UPON DELIVERY OF SHINGLES, AND 1/3 UPON COMPLETION, 1. ALL PAYMENTS ARE DUE AND PAYABLE AS SET FORTH HEREIN. INTEREST ON ALL UNPAID BALANCE SHALL ACCRUE AT A RATE OF ONE POINT FIVE PERCENT (1.5) PER MONTH. IN THE EVENT THAT ALL AMERICAN ROOFING, INC., FINDS IT NECESSARY TO ENFORCE_ .COLLECTION OF ANY AMOUNTS DUE HEREUNDER, ALL AMERICAN SHALL. BE ENTITLED TO REASONABLE ATTORNEYS' FEES AND COST INCURRED IN CONNECTION THEREWITH. IF IN FACT THERE IS LITIGATION IN A COURT OF LAW, PREVAILING PARTIES WILL BE ENTITLED TO A REAS NArBLE ATTORNEY AND COURT FEES. 2. IN ADDITION, ALL AMERICAN ROOFING IS NOT RESPONSIBLE FOR ANY CONSEQUENTIAL DAMAGE ONCE ALL WORK IS COMPLETED. NO WARRANTY ON LEAKS OR DAMAGE CREATED BY AN `ACTS OF GOD". ROOF SYSTEMS THAT REQUIRE REPAIRS DUE TO DAMAGES BY ACTS OF GOD, OTHER PERSONS. 3. ALL WORK BEYOND CONTRACT TO BE REPAIRED AT AN HOURLY RATE OF $90.00 PER MAN PER HOUR, PORTAL TO PORTAL, MATERIAL AND TAXES WITH 20% AND 10% MARKUP. 4. DEPOSITS ARE NON-REFUNDABLE. 5. IT IS UNDERSTOOD THAT THE ROOFING CONTRACTOR'S AND ROOFING CONTRACTOR'S INSURER WILL EXCLUDE ALL COVERAGE, INCLUDING DEFENSE, DAMAGES RELATED TO BODILY INJURY, PROPERTY DAMAGE, AND CLEAN UP EXPENSES CAUSED DIRECTLY OR INDIRECTLY IN WHOLE OR IN PART FOR ANY ACTIONS BROUGHT AS A RESULT OF MOLD, INCLUDING FUNGUS AND MILDEW REGARDLESS OF THE COST, EVENT, MATERIAL, PRODUCTS, OR WORKMANSHIP THAT MAY HAVE CONTRIBUTED R1CHARDSON. LINETTE 6 of 6 CONCURRENTLY OR IN ANY SEQUENCE TO THE INJURY OR DAMAGE THAT OCCURS". 6. THIS QUOTE DOES NOT INCLUDE ABNORMAL LABOR AND MATERIAL PRICE INCREASES DUE TO ACTS OF GODS, HURRICANES, OIL AND RAW MATERIAL PRODUCTION PROBLEMS, WAR'S ETC. 7. ALL PROPER CARE TO PROTECT THE PROPERTY BEING WORKED ON WILL BE TAKEN. DUE TO THE USE OF HEAVY EQUIPMENT, ALL AMERICAN ROOFING, INC., IS NOT RESPONSIBLE FOR DAMAGE THAT MAY OCCUR TO GUTTERS, DRIVEWAYS, SPRINKLERS, SIDEWALKS, CURBS, GRASS, SEPTIC TANKS AND/OR LANDSCAPING. 8. THIS QUOTE DOES NOT INCLUDE WOOD NAILERS FOR COPING, EDGE METAL AND PENETRATIONS UNLESS OTHERWISED SPECIFIED IN CONTRACT. 9. THIS QUOTE DOES NOT INCLUDE MOISTURE SURVEY, WET ROOF INSULATION REPLACEMENT (RECOVER ROOFS ONLY), ASBESTOS TESTING, ASBESTOS ABATEMENT, UPLIFTED TESTING, UNSPECIFIED DECK REPLACEMENT, OR FASTENER PULL OUT TEST. 10. THE PROPOSAL'S SPECIFICATIONS AND QUOTE MAY VARY DEPENDING ON THE RESULTS OF THE TEST(S). PLEASE CALL TO DISCUSS IN FURTHER DETAIL. 11. PROPOSAL BASED ON EXISTING DECK MEETING PRESENT BUILDING CODES AND ALL AMERICAN ROOFING, INC., CANNOT BE HELD RESPONSIBLE FOR ANY DEVIATION ACCORDINGLY, IF APPLICABLE. 12. WE WILL ATTEMPT TO WORK AROUND EXISTING GUTTERS. IF GUTTERS DAMAGE OR DENTS OCCUR GUTTER REPLACEMENT NOT INCLUDED. Signature of Acceptance Print Name Date DI RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESSAND PROFESSIONAL REGULATION III`. CONSTRUCTION NDUSTRYA:LICENSING BOARD THE ROOFING CONTRAC:T.OR HER INN IS.CERTIFIE UNDER THE PROVISIONS OF CHAP=TER 489=-FLORI A STATUTES L* E IC 1 PROSPRr��fl FING,1'NC' `WkECTRD \KLAND A', 333: TENSE NU BER CCC055570 EXPIRATION DATE Ati6WST 31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. Florida Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Infolrmationl Masbr Penult No. /� ProcessNo. Contractor's Name Ail I A NI ei i C,a0 -450 NU) 402 V j ajM ► Pt_ 33 (s o Job Address ROOF CATEGORY ® Low Slope 0 Mechanically Fastened Tile in Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles Are there 0 Prescriptive BUR-RAS 150 Gas Vent Stacks? Yes❑ No Kt ROOF TYPE Type: Natural ❑ LPG ❑ New Roof Ei Re -Roofing ❑ Recovering 0 Repair 0 Maintena ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan). Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. T s "� ■�■ ■ .■■ s 1 i � bill . -1 Illh■I.r.I!I Iia i �mmun118▪ 1- Mi•l■■11 ■�1 i■it•.i ■■■■is i. ■s si ■ ■ t11`Jn!i ■s■iil ■ ■l4is■111154 Jain C ■l 1U ;I■ ■ _ i■ ■ ill • 1�:,'uuu. C C■Ci liagalra: is u•• -_$ 1 �:�■�CE■;1-� I i.iiii.■C=C ;■ CCC '::ii'.i.11 :,.a....L.E :i:� .■.. . I I . ,. .. ■...C1.11■... i Al ■CC■C�. I:i�!d!_I� ▪ I11 I_ �E. l!:. rill lI ICI_ 11IlC'� 411 III II -� �_ ■sus -r ■-- C ■s1� ■ ■ ■ � . iC■ CI i C _C ■� 1111 - 111111■ 111 ■ MINK 1 s �_ 0 sip r .�'i _OPA C I/ i l ,iit ai rl►1■ 1 :rig 1• ■ 1 1U111C 111A111■■ �� upi ■ aI1CII�'aII I Ii� II!III III I III'. Co ..i ■ ■ i.■ ■■■ ul■i Mitt 1t ..uui E1 .. I III I� ■1 __E ■1■ ._I iii ,`_ 1 III' 1 It i. ■I;■■IiI/;s.■ ;■N: Ii i ■ 4CCC G „Ivy" L �1 ■n•'MCui C C i 11 - _e ■ -Ik.0 1C I;IUVQII■ mist a' 1. LE 1 . C C i NI �1N It ■ 1 i 7 SONINF: la■Cei-i-1CC�CICCCCC @ 1114 ,n iirr t MI ' 'MN r■■ • a. .•• • 000 • • . • .. • • . • . . • . • . • • • . •.. . . . • • • • • • • • • • • .• •. • • • •• •• ••• • • • ••. • • • 0 ra. C.7 Z 0 N W a ❑ BJECT • COMPLIANCE WITH ALL FEDERAU .TATE AND COUNTY RULES AND REGULATION Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components and identify Manufacturer (If a component is not used, Identify as -NA') System Manufacturer: er: _/V f' NOA No.: RI - /O a ©- O I Design Wind Pressures, From RAS 128 or Calculations: Pmax1: y2.8 Pmax2: ► • Pmax3: 1618. o Max. Design Pressure, From jwspi NOA System: J 4 Dedc Type: 58 L 04: Gauge/Thickness: Slope: 118 Anchor/Base Sheet & No. of PIy(s): Y) L 1 Anchor/Base Sheet Fastener/Bonding Material: Vyu rtvl51/1aif14 r T ivy 1-71-(6S Insulation Base Layer Base Insulation Size and Thickness: l A, Base insulation Fastener/Bonding Material: (\,} / P Top Insulation Layer. Top Insulation Size and Thickness: N / Top Insulation Fastener/Bonding Material: IQ /A. Base Sheet(s) & No. of Ply(s): `see n L Base Sheet Fastener/Bonding Material: S eP a�G/ � Pry Sheets) A No. of Py(s): 1 ‘"\ 2 t71 �$ Ply Sheet Fastener/Bonding Material: Fastener Spacing for Anchor/Base Sheet Attachment Field: k• oc @ Lap. # Rows 6 • oc Perimeter - oc @ Lap, # Rows @ 6 • oc Comer 6 ' oc © Lap, # Rows Li 6 • oc Number of Fasteners Per Insulation Board //n j� Field PM- Perimeter °A -Comer 0/' T Illustrate Components Noted and Details as Applicable: Woodbloddng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. I : Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 1 .p;ki y _c� C�I�ss c-0417 FT. FT. Parapet Heloht �©\ 1-10 sp'r \- TopPly. 1SS Cad Top Ply Fastener/ Bonding Material: 40 Ns o ai Surfacing: NIA 26Z4..3"X3,% edge ems+. tCo.c. / triv13 5haknK i L5 .• •.. • • • • • • • •• • • • • • • • . •• • . •. • • • .. • • • • • • • • •. • • . • • • • • . • • . • • • • •• • •• • • •• •• • • • • • • • • • • • Mean Roof Height ..• • • • • ••• • • • . . • • • • • .•• . • • • • • . • • • .. .• . • • • • • • • • • • • • • • • • . •• • Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steen Sloped Roof Svsteml Roof System Manufacturer:;Qc-Al Notice of Acceptance Number: ) Bo J o9 . 18 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 59 . i P2: 6 a I P3: MO- ?- Maximum Design Pressure HO (From the NOA Specific System): 'f ` 1 Method of t.1C ►? he attachment: Pkaile S 0; e_ -t, 5P - Roof Slope: .3 :12 Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation. Ridge Ventilation? 3oLL Te0- A -01 re Barrier: astenerTyps & Spacing: ''r g riL��ShakiK + 1,, S ``c aPS a_ cowl dhesive Type: Mean Roof Height: 13 1 EA AS1 t1alt ype Cap Sheet. oof Covering: .. ... . . • . •• • . Fade wt Ir'bv L.xj (� / 4ocleIeTi Type & Size Drip d • . • . • • .. . • . . . . . • .. .•. .. Ce sZ-E sct. cy o v- 3.. x 3„ w i p • ... • •.. • . • . . • . . • • . . . • . . • . . • . • .. ... • . . . .• • . . • . ... . . • . . ... . • . • . . • . . • • • • . • .. .. • . . .. .. 0410 • • • ... • • Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for Mrwith the values from M,. lithe 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 Calculations Per RAS 127" (pi: 39. 1 = 0.2)6 . /a 81 I ) _ Mg: •: } 1 11tit3.1.5c NOA Mt (f o • ,% (P2: 68. i :10.238 • l8. 73i ) _ Mg: 1 ?' 1 — M,i 1 L ,21 NOA 11'1r y ' (P3: / CO • z x 0.2}g . 24 11.) _ Mg: }. } i 2 NOA Mt Method 2 "Simplified The Calculation Per Table Below" Required Moment of Redstanee (Mr) From Table Below NOA Mt �— M, Required Moment Resistance* Mean � Height — 212 15' 20' 25' 30' 40' 34A 38.5 382 38.7 422 3:12 322 34A 36.0 37A 39.8 4:12 30A 322 33.8 35.1 37.3 5:12 28A 30.1 31.8 32.8 34.9 8:12 28A 28A 29A 30.5 32A 7:12 24A 25A 27.1 282 30A *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method b acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" w: _ _) - w: __, z cos e: _ = Fri: NOA F' (P3: z l: _ _ z w: = ) — W: z cos e: = F,3: NOA F' (Ps :__z1: =_z w: )—W: zcos 0:_= Fa: NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 orP3 RAS 127 Table 1 or by an 7 analysis prepared by PE based on ASCE Mean Roof Height H Job Site Rom a Job Site Aerodynamic 1, NOA Reetoeiog Moment due to Gravity M■ NOA AWcLmeotRed<dmoe Mr Required Moment RedeemMr - • : • . = • • • , Mi�mum Ate.chati�t Residence F' 'Ajp••• A • _ • • Required Uplift Redolence Fr - _ _ _ Caiwlateb • Ave�e151eD Weight W lIOA - - - • • • • • • Tlie 1= length w= width NOA AR calculations must be submitted to the Building Olio tot tirenoe ofApil:jt spun. _ • • • • • • • • • • • • • •• • •• • • • • • • •• • • • • • ••• • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Revised on 5/21/2009 hores illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: L'k nee nn 61:3 t'3s©v\ Date: 806 / 2 0 ! Property Address: 460 tJ W t 0). 54- . tti l ay.(' ‘ S- o reS FL. 33 t 5 o Roofing Permit Number: Dear Building Official: I L%1/4(Nv eT\1\ ,c,irt,. ,Sw\ certify that I am not required to retrofit the roof to wall connections of my building because: ® The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade •• ••• • • • • • •• The undersigned, being the first duly sworn, deposes and sayy.that b0/stis,th • gvygerfpr the above property mentioned. Sworn to and subscribed before me this �� da or • •.t ,• - ft/_ _ _ • • .�`'aY P ",, MONALISA GIPSON • . • tti� 4��', • 14dtary P�EI-.Slap of Florida Notary Public, Sate of Florida at Large (44 •: • ' CoyrmtsisAn�e f+F 964211 I o7? VComrA. Rpits:Aar 27, 2020 �''�%°; ���'°,` Bonded through National Notary Assn. ®.r a When the just valuation of the structure for purpos vabrem taxation is equal t=`'tFit7or�tna•mstfo,s': 0.1:115' firth 6ui( ng was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor fw the Roof to ?a:•.cor• ;no n Hurricane Mitigation. • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403, (The roof deck is usually concealed prior to removing the existing roof system). Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension 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 Sections R 1' , R4403 and R4413. Owner/Agent's Signature Date .ntractor Signat Date /55 /11a /'33 //i9/4 i,i s�vl‘-f.A. Property Address 33/50 Permit Number Revised on 7/9/2009 LD;07/01/2015; • • • • ' • • • • • • • • . a • • •• •.. •• • • • •• .• ••• • • • • . •• • ••• • ••• • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • ••• • • • ••• • • • • ••. • • • • • • • • • • • • • ••a • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ICJ FUR I306 - Roofing Systems Page 2 of 48 Unless otherwise Indicated, all insulations may be fully 'adhered with hot roofing asphalt or mechanically fastened. "GAFGLAS=?v Flashing' or "RU0ERC lD®" may be used for flashing, in any' of the Class A, B or C SYSterr o listed below.. Wts rt "perkle" is referenced, this i:?eludes arty Ui. Classifnd perlite insulation. Crushed stones or slag are suitable alternates for gravel in any of the Class A; S ; r is systems listed Structural cement fiber build ng units are considered suitable to be included as a deck in the following Class A, :1 or C system. E ot_ed ., ter C• or NC. The use of gypsum board under any of the following Class A, 8 or C systems does not adversely affect the rating. The use of 1/2-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-1.5/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/,perlite) is a suitable alternate for polyisocyanurate hoard in the following Class A, B or C systems. Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAStsi r80 Ultima' Base Sheet" may be used in any of the following systems, "GAFTEMP Permalite Recover Board" may be used in lieu of any perllte insulation In any of the following NC Ciassiticationo, Unless otherwise Indicated, any of the 'Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with 'United Coatings'" f'ireShielcl r4f1 Roof Coating" applied at a rate of 2.1/2 to 3-ga1/100•ft2.. Class A, B and C Hot roof no asphalt, for use with glass felts or modified bitumen membranes "RUBEROID®® Heat Yield" SBS roofing membranes may be used in lieu of "RUBEROID/ Mop' SBS roofing membranes in any appiicable Classification Class A 1. Deck: C-15;32 Incline: 3 Barrier Board (Optional): — One or more layers minimum 1/4-In. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "CiensDecictiti Prime Roofboard' or "DensDeck3f Dur'aGuard'" Roofboard" or minimum 1/4- n. thick United States Gypsum Co, "SECUROCK'iRoof Board" (Type FRX•G) nr "SECJROCKc- Glass -Mat Roof Board" (Type SGMRX). Vapor Barrier (Optional): — One or more plies "GAF® SA Vapor Retarder" self -adhered Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perllte/potyisocyanurate composite or perlite/urethane composite or wood Fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri•Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri•Ply® IJltra•FIexible Ply 6", fully adhered with hoot roofing asphalt. Surfacing: — Gravel. 2. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in, thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensOeckr® Prime Roofboard" or "DensDeck® DuraGuardr" Roofboard' or minimum 1/4-In, thick United States Gypsum Cc. "SECUROCKry Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS"ry P"y 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt Cap Sheet: — Type G3 "GAFGI.AS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board (Optional): — Gne or more layers minimum 1/4-in. thick Georgle-Paclfic Gypsum LLC "DensDeck® Roofboard" or "Dens0eck5 Pr me Roofboard' or "DensOeckdt DuraGuard'" Roofboard` or minimum 1/4-in. thick United States Gypsum Co, "SECUROCK m Roof Board" (Type FRX-G) or "SECUROCI< Glass -Mat Roof Board' ;Type SGMRX). Insulation (Optional): — One or more layers perlite or wood Fiber or glass fiber or polyisocyanurate or urethane or perlite/poly socyanurate composite or perlite/urethane composite or wcod fiber/polyisocyanurate composite or phenolic, 2-in, maximum. Ply Sheet: — Two or more plies Type GI "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4' or '<GAFGLAS;S Flex Ply 6" or "Trl•Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Trl•Ply® BUR Granule Cap Sheet" or "GAFGLASt1 EneryyCap'^ Mineral -Surfaced Cap Sheet", fully adhered w.th hot roofing asphalt. 4. Deck: C-15/32 • illecIU1e• 1 • • • • • • - Slip SheetJQptipnitil; — Red rosin paper, rra IecPto der* • • • • • • • • • • Insulation (Optional — Any thickness perlite p; trogcl Tei•tirtlass fToePor poiyistcyanurate mechanically fastened or adhered with OMG Inc. "OIy ono as ening System" or any UL Classified InsuTla ion adhesives - Base Sheet: — One ply Type G2 "GAFGLAS, *75 Base Sheet" or "Tri-Ply® *75 Base Sheet' or "GAFGLAS® *80 Ultima"' Base Sheet" or "GAFGLAS3 Stratavent® Nailable—VenGngllase Sneer, mechanically fastened, Ply Sheet: — One or more plies Type GI "GAFGLA9{rZ Ply 4' oreTrl•flyr} Piy 4"rr GAc.GLAS® Flex Ply 6" or "Tri-ply® Ultra -Flexible Ply 6", fully adheredwith hot roofing as:-pt"ait, • • • • • • • • • - • Cap Sheet: - Type G3"GAF GLASS Mrnera:�erfacei•Cap•Sheet" or• Trl•Pi•® 6011T C'arjule Cap Sheet" or "GAFGLAS® EnergyCap'" Mineral -Surfaced ap Sheet u.l ° adheres wt�resot ptat'ntl a3it S • • • • - Coating (D_ptional). — "United Coatings"rTOnCO.A •! Energy. ote`" Roof Ccatirg" o."TOPCOAT® MB Plus Coating" or "United Coatings'. Roof Mate MB Pius Coating" applied at a rate of 2-gal./100-ft.2, ••• • • • • ••• • • • • • • • • • • ••• • •• • • • • • • • • - • •• •• •• • • •• •• ••• • • • ••• • ,•,• : t..:... N art r ill., "..,,, ,."t,.".. iT ,C'G•V'1',I rrt A AAT`:,. t_......-,. .. 4....,.in_..."" ._..�r' .�rt< 'SAY t� DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.mia midade.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 (AH1). 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: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in thc 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 beprovided to thc user by the manufacturer or its distributors and shall be available for inspection at thgjob sit at the r.gt.es1 taxi ibetBuilding Official. This NOA revises NOA No. 13-1022.15 jcor sssts o1 pa0s Z Irodbb 31. The submitted documentation was reviewed by Jorge L. Acebo. M1AMPDADE COUNTY APPROVED • •.• •• . • . • • • • •• . •. • • • • • • • • • • • • • •.• • . • • • • . • . • • • . . • • . • • • • • • • •• •. • • • •-. • • • • • •• . • • •• . • • ••. . • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/I7 Page 1 of 31 ROOFING SYST Category: Sub -Category: Material: Deck Type: Maximum Design TRADE NAMES Product GAFGLASx' Ply 4 Tri-Ply" Ply 4 GAFGLASx' FlexPly"' 6 GAFGLAS" #75 Base Sheet Tri-Ply' #75 Base Sheet Pressure: GAFGLAS' #80 Ultima"' Base Sheet GAFGLAS'g' Stratavent* Perforated Venting Base Sheet EM APPROVAL Roofing BUR Fiberglass Wood -97.5 psf. OF PRODUCTS MANUFACTURED TABLE GAFGLAS$' Stratavent Nailable Venting Base Sheet Rubcroid'r 20 Smooth Ruberoidx' Mop Smooth Ruberoidx' Mop Smooth 1.5 Ruberoidx' Mop Plus Smooth Ruberoidx' HW 25 Smooth MIAMIOADE COUNTY APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Test Specification ASTM ASTM ASTM ASTM ASTM ASTM ASTM OR LABELED BY APPLICANT: 1 Product Description D2178 Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. D2178 Smooth surfaced asphaltic ply sheet rcinforccd with fiberglass mat. D2178 Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. D4601 Smooth asphaltic base or baselply sheet reinforced with fiberglass mat. D4601 Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. D4601 Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. D4897 Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. D4897 Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. D6163 SBS polymer -modified asphalt base or anchor sheet reinforced with a fiberglass mat. D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. D6164 Smooth surfaccd mop applied SBS bast or anchor sheet reinforced with a polycstcr mat. .. •.. • . . . . .. • • ASTIvC Dtsit4: Sr:oath:surfaced mop applied SBS base or • • •• •• • • •anciror snit rcinforccd with a polyester mat. .•• •.. ••• • • . .• ASTM D6163 Smooth surfaced torch applied SBS base or anchor ASTM ASTM ASTM ASTM wide • •.. • ...sheet �einfgfced with a fiberglass mat. •• .• •. • • . . . • • •• • • • • • . .• . .• .• .• . . •• . • . . •• •• . • • • .••• • . ..• • • • • • • . . . . • . . ... • • . • .• • • •• •. • • •.• .• • • • • . . • • • . . •• •• NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 2 of 31 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid* HW 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. GAFGLAS 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Mineral Surfaced Wide with fiberglass mat. Cap Sheet Tri-Ply' BUR 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Granule Cap Sheet Wide with fiberglass mat. GAFGLAS* 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced EnergyCap'" Wide with fiberglass mat. Cap sheet is factory coated Mineral Surfaced with TOPCOAT* EnergyCote' Elastomeric Cap Sheet Coating. Topcoat'" Surface 5 or 55 gallons ASTM D6083 Solvent -based thermoplastic rubber Seal SB sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Topcoat's 1, 5 or 55 gallons ASTM D6083 Water -based elastomeric coating Membrane Topcoat* MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer designed to block asphalt bleed -through. Topcoat's FireOut' 5 or 55 gallons Proprietary Low VOC, water based fire barrier coating. Fire Barrier Coating VersaShield* Fire- 12" x 100' rolls ASTM D226 Non -asphaltic, fiberglass reinforced underlayment Resistant Roof and/or fire barrier Deck Protection VcrsaShield* Solo'" 42" roll wide, 100 ASTM DI46, Non -asphaltic, fire resistant fiberglass Fire -Resistant Slip ft. D828, D4869, underlayment Sheet D6757 Topcoatd° 1, 5 gallons or TAS 139 Solvent -based elastomeric sealant. FlexSealt" 1 qt. tube MIAMFWIDE COUNTY APPROVED •Y ••• • • • • • •♦ • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • . •• •• .•• • , • • ••• • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: Product Name EncrgyGuard' Polyiso Insulation EnergyGuard" Tapered Polyiso Insulation EncrgyGuard"' Ultra Polyiso Insulation EnergyGuard"' RA Polyiso Insulation EnergyGuard'" RA Compositc Polyiso insulation EncrgyGuard' RH Polyiso Insulation EnergyGuard" RH Tapered Polyiso Insulation EnergyGuard'" RN Polyiso Insulation EncrgyGuard"' Perlitc Roof Insulation EnergyGuard"' Perlitc Recover Board Sccurock"' Gypsum -Fiber Roof Board Securockx Glass -Mat Roof Board Structodek* High Density Fiber Board Roof Insulation DensDeckt' Prime Roof Board DensDeck* Roof Board MIAMI.DADE COUNTY APPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanuratc foam insulation Glass -faced polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanuratc foam insulation with high density fiberboard or permalite Polyisocyanuratc foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlitc insulation board Perlitc recover board Gypsum board Glass faced gypsum board High density fiberboard Gypsum board Gypsum board • • •• ••• • • • • • •. • • • •. ••• •• • • • •. • • • • •Y• • • • • • • • • • • •• • • • ••• • a • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • . • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF GAF GAF GAF GAF United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4 of 31 APPROVED FASTENERS: Fastener Product Number Name 1. Drill-TecT" #12 Fastener Drill-Tec' #14 Fastener 3. Drill-Tec"' ASAP 3S 4. Drill-Tecr" 3" Steel Plate 5. Drill-Tec'" 3" Standard Steel Plate 6. Drill-Tec"' AccuTrac ' Flat Plate 7. Drill-TccT' AccuTrae Recessed Plate 8. Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) MIAMFDADE COUNTY APPROVED TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Drill-Tec" #12 Fastener with Drill-Tec'" 3" Standard Steel Plate. Round Galvalume steel stress plate with reinforcing ribs and recessed for use with Drill-TccT" fasteners. Galvalumep coated steel stress plate for use with approved Drill-Tec" fasteners. A2-SS aluminized steel plate for use with Drill -Tee"' fasteners. Galvalume steel plate with recess for use with Drill- Tec'" fasteners. Round Galvalumex' plated steel stress plate with reinforcing ribs for use with Drill-Tece" fasteners. • •• • • • • • • Manufacturer Dimensions (With Current NOA) #12x8"max. GAF length, #3 Phillips head. #14x 16" max. length, #3 Phillips head. See components 3" Round 3" Round 3" square; .017" thick 3" square; .017" thick 3" Round • • • • •• • • •• • • • •• • • • •• • ••• •• • • • •• • • • • • • t • • • • • •• • • • • • .•• • • • • • • •, • • • • •• • • • • • • • • • • • • • • • • •• • • • • GAF GAF GAF GAF GAF GAF GAF • • • • • •• •• •• • • • .' NOA No.: 14-1030.01 •.. • Expiration Date: 11/04/18 Approval Date: 05/04/17 • • Page 5 of 31 • •• •• EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. UL LLC PRI Construction Materials Technologies, LLC MIAMIDADE COUNTY APPROVED Test Identifier 3014547 3029832 3033135 3034312 3036980 3038278 3040738 3041769 3042887 3042905 3046081 3047636 OD0A8.AM OD1A8.AM 0Y9Q5.AM 1 B9A8.AM 2B8A4.AM 3B9Q1.AM 3 D4Q2.AM 797-03221-267 797-03825-267 797-10228-267 R1306 GAF-012-02-02 GAF-020-02-01 GAF-082-02-01 GAF-084-02-01 GAF-122-02-01 GAF-270-02-02 GAF-276-02-01 Rev GAF-276-02-02 GAF-306-02-01 GAF-314-02-01 GAF-315-02-01 GAF-369-02-01 GAF-417-02-01 GAF-464-02-01 GAF-464-02-01 GAF-499-02-01 GAF-500-02-01 • GAF-549-02-N • GAF-549-02-t ! GAF-559-02-01 ••• • • • . • • •• • •.. • •.• •• • • • • . • • • • . .• ••• • • • ••• . • .. Description 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 UL 790 ASTM D4977 ASTM D4977 ASTM D6083 ASTM D6083 TAS 139 ASTM D226 ASTM D6083 ASTM D226 ASTM E96 ASTM D2178 ASTM D2178 ASTM C1289 ASTM C1289 ASTM C1289 ASTM C1289 ASTM D6083 • • •ASTA4 Lt61783 • US•1.14 • • • TAS•1•14 TAS 117(B) Date 05/22/03 05/ 11 /07 11/24/08 04/09/09 08/14/09 11/18/11 11/16/10 05/26/11 11/14/11 01/10/12 02/13/13 08/08/13 07/09/99 07/29/94 04/01/98 09/04/97 07/02/97 01/08/98 05/30/97 09/27/07 07/21/08 01/23/15 04/04/ 17 1 1 /06/01 02/01/02 05/07/06 05/09/06 05/07/06 11/15/10 12/16/10 11/15/10 07/07/11 08/23/11 08/23/11 10/22/12 05/28/13 10/22/12 02/06/14 03/12/14 03/12/14 08/08/ 14 08/08/14 09/30/14 • •.• • • • • • • • • •• • ••• •• • •• • • • • • • :.. • '.' •'.' '•' NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 • '•• •• Page6of31 • • • ••• • • • • • • • • • • • • •• • • • •• •. • • ••• • • EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies, LLC IRT of S. Fl. Trinity I ERD Atlantic & Caribbean Roof Consultants, LLC MANMADE COUNTY APPROVED (CONTINUED) Test Identifier GAF-559-02-04 GAF-559-02-05 GAF-559-02-06 GAF-559-02-07 GAF-559-02-08 GAF-559-02-09 GAF-559-02-11 GAF-559-02-12 GAF-559-02-13 GAF-559-02-14 GAF-559-02-15 GAF-559-02-16 GAF-559-02-18 GAF-559-02-19 Description Date ASTM D 1876 10/01/14 ASTM D 1876 10/15/14 TAS 114(H) 10/02/14 ASTM D 903 10/02/14 ASTM D 903 10/02/14 ASTM D 903 10/02/14 TAS 114 10/14/14 TAS 114 10/14/14 TAS 114 10/15/14 TAS 114 10/15/14 TAS 114 10/15/14 TAS 114 10/15/14 TAS 114 10/15/14 TAS 114 04/16/15 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 C8500SC. 11.07 G30250.02.10-3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11-4-R2 G34140.04.11-5-R3 G36780.07.11-R 1 G40630.01.14-1 G40630.01.14-2A G4063 0.01.14-2A-1-R 1 G43610.01.14 G6850.08.07-1 SC6870.08.14-R 1 TAS 117 1 1 /30/07 ASTM D3909 06/03/15 ASTM D6164 03/31/10 ASTM D6164 11/16/11 ASTM D6163 04/25/11 ASTM D6401 06/04/15 ASTM D4897 06/04/15 4470-TAS 114 07/18/11 ASTM D6163 01/06/14 ASTM D6164 01/07/14 ASTM D6164 04/10/14 ASTM D3909 01/22/14 ASTM D3909 08/13/07 ASTM D3909 09/04/14 11-053 TAS 114 08/12/11 • • •. .•• • . • • • • •- .. ... •- • • • •- • ... •• . • • • • • - • • . •. • ... • • • .•.. • •••- • • • • •• ;.. •.• •.• • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 ••• • • • • • • • - • • • • •• •• ••• • • • • • ••• • • - • • • • • • • • • •• •• • ••• • • • • ••• ••Page 7of31 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type II: Wood, Insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c, at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(1): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: Topcoat's' FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection, (optional) VcrsaShield® Solo" Fire -Resistant Slip Sheet, DensDeek® Roof Board, Securock® Glass - Mat Roof Board or Securock® Gypsum Fiber Roof Board installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavent® Nailable Venting Base Sheet or Ruberoid* 20 Smooth mechanically fastened as described below. Fastening GAFGLAS* Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Option #1: anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure -4S psf. See General Limitation #7) Fastening GAFGLAS® Ply 4, GAFGLAS® FIexPIyTM 6, GAFGLAS® #75 Base Sheet or any of above Option #2: anchor sheets attached to deck with Drill-Tec" #12 Fastener, Drill-Tec"' #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psi'. See General Limitation #7) Fastening GAFGLAS® FlexPly' 6, GAFGLAS® #75 Base Sheet, Tri-Ply* #75 Base Sheet or any of Option #3: above anchor sheets attached to dcck with approved annular ring shank nails and tin caps at a fastener spacing of9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure -52.5 psi: See General Limitation #7) Fastening Any of the above anchor sheets attached to deck with approved 1'/a" annular ring shank nails Option #4: and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure -60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec" Option #5: #12 Fastener, Drill-Tec" #I4 Fastener and Drill-Tec" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill -Tee' AccuTgato Retiesgee4 Platg 1�" o. 'in 4 rows. One row is in the 2" side lap. The other rows arc egtlglly spaced' 1pgiroociljta19,9" o.c. in the field of the sheet. (Maximum Design Pressure -647sf See Ggnifr97 L]n¢tatilit #7) MIAMI-DADE COUNTY APPROVED • ••• • ••• • • . • • • • • • • • • . • . . •. • • •• • .• . . • • . • • •• •• •• • ••� •' •• . • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 ••• • • • • ••• • • • • • • • • • • Page8of31 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Fastening (Continued) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" Option #6: inverted Drill-Tec"' insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or Sccurock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec'" Option #7: #12 Fastener or Drill -Tee" #14 Fastener and 3" Drill-Tec"' 3" Steel Plate, Drill-Tec'" AccuTrac"g' Flat Plate or Drill-Tec'" AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft= EnergyGuard" Polyiso Insulation, EnergyGuard'" Ultra Polyiso Insulation, EnergyGuard RH Polyiso Insulation, EnergyGuard" RA Polyiso Insulation, EnergyGuard" RA Composite Polyiso Insulation Minimum 1" thick N/A N/A EnergyCuard" Perlite Recover Board, DensDeck'° Prime Roof Board Minimum''/2" thick N/A N/A EnergyGuard'" Perlite Roof Insulation Minimum'/" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent® Perforated Venting Base Sheet laid dry or a layer of EnergyGuard"' Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: Ply Sheet: Cap Sheet: MIAMEDADE COUNTY APPROVED (Optional) Install one ply of GAFGLAS° #75 Basc Sheet, Tri-Ply'° #75 Base Sheet, GAFGLAS® #80 Ultima"' Basc Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid' 20 Smooth, Ruberoid$ HW Smooth or Ruberoid® HW 25 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. applied in accordance with manufacturer's instructions. (see General Limitation #4). OR GAFGLAS® Stratavent® Perforated Venting Basc Sheet loose -laid dry (not for use with perlite top layer insulation or composite polyiso top layer insulation). One or more plies GAFGLAS* Ply 4, Tri-Ply® Ply 4, GAFGLAS® FlexPly"6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. •• •••• • •• • • • •• • • • OOOOO • (Optional) One ply of GAFGL Sg lvlitIetal $utfate:galf Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS' Ener 'tap:IM a&ral $Lrtacid Cal) Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's igstaUitton insjruscipps. • • . • • • • . • • • • • • . • • • • . . •• • . •• • •• .• • . • . • • .. • . . • • • • • NOA No.: 14-1030.01 • • ••. • • • Expiration Date: 11/04/18 Approval Date: 05/04/17 ••• • • • • ••• • Page 9of31 • . • . • • • • • . • ••• • • • • . . • . • . . . • • •. •• • . • •• •• ••• • • • .•• • • Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. Topcoat Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoats`' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat* Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options. MIAMI-DADE COUNTY APPROVED •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • 6 NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 ••• • ••• ••• ••• •••• • • Page 10of31 • • • ••• • • • • • • • • • • • • • • • • • . • • • • • • • ••• • • • ••• • • Membrane Type: Deck Type 11: Deck Description: BUR Wood, Insulated Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(2): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: (optional) Topcoat!' FireOut" Fire Barrier Coating, VersaShiele Fire -Resistant Slip Sheet or VersaShield10 Solo" Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply't #75 Base Sheet, Ruberoida` 20 Smooth or GAFGLASx' Stratavent' Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. Annular ring shank nails and min. 1-5/8 in. Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psf. See General Limitation #7) Fastening Miami -Dade County Approved min. 12 ga. Annular ring shank nails and min. 1-5/8 in. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tcce" #14 Fasteners and Drill -Tee" 3 in. Standard Steel Plates, Drill -Tee" Option #3: AccuTrac!' Flat Plates or Drill-Tec'" 3 in. Ribbed Gaivalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tec" #14 Fasteners and Drill-Tec" 3 in. Standard Steel Plates, Drill-Tec" Option #4: AccuTrac* Flat Plates or Drill-Tec" 3 in. Ribbed Gaivalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill -Tee" #14 Fasteners and Drill -Tee" 3 in. Standard Steel Plates, Drill -Tee" Option #5: AccuTracx' Flat Plates or Drill -Tee' 3 in. Ribbed Gaivalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Base Insulation Layer .. • • • Igsglatipn 1; a%tenfcs Fastener • •'•. CrOlt 3, ; Density/ft2 EnergyGuard'" Polyiso insulation, EnergyGuard" Tapa ued Polyiso 1dsiDatibb, E1vrgyGuard'" UItra Polyiso Insulation, EnergyGuard RH Polyiso Insulation, Energyduard itHsfapered'ltolyiso Insulation Minimum 1" thick N/A N/A MIAMM: ADE COUNTY APPROVED • ••• • . • . ••• • • • • • • • • • • • • • • • •• • • • • • • •• • . . • • :•• •. • ••• .•• •••• NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 ••• • •• • • ••• • • Page 11 of 31 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • „•• • • Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard" Perlite Roof Insulation Minimum'/4" thick N/A N/A Structodek® High Density Fiberboard Roof Insulation Minimum 'A" thick N/A N/A Securock® Gypsum -Fiber Roof Board, DensDeck'' Prime Roof Board Minimum 'A" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet (Optional): GAFGLAS's' #75 Base Sheet, Tri-Ply' #75 Base Sheet, Ruberoid7D 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. Ply Sheet: When optional base sheet and/or cap sheet is present: Two or more plies of GAFGLASs' Ply 4, Tri-Ply" Ply 4, GAFGLAS'° Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional base sheet and/or cap sheet is not present: Three or more plies of GAFGLAS" Ply 4, Tri-Ply' Ply 4, GAFGLAS5' Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet (Optional): GAFGLAS'B' Mineral Surfaced Cap Sheet, Tri-Ply" BUR Granule Cap Sheet or GAFGLAS'" EnergyCap'" Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. Maximum Design Pressure: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbsisq. respectively in a flood coat of approved asphalt at 60 lbs./sq. Topcoat" Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoats' Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. 2. MIAMFQADE COUNTY APPROVED See fastening options above. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • ••• • •• • • • • • • • • •• • • • •• • • • • • • •• • •• • • •• • • • • • • • ••• • • • Expiration Date: 11/04/18 Approval Date: 05/04/17 ••• • •• ••• •• •••• •• • Page 12of31 •• • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Membrane Type: BUR Deck Type 11: Wood, insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(3): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: Topcoats FireOutT" Fire Barrier Coating, VersaShiele Fire -Resistant Slip Sheet or (optional) VersaShield79 So1oT" Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS'I.' #75 Base Sheet, Tri-Ply' #75 Base Sheet, Ruberoidx' 20 Smooth or GAFGLAS'x' Strataventx Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psf. See General Limitation #7) Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psi'. See General Limitation #7) Fastening Drill -Tee"" #14 Fasteners and Drill -Tee"' 3 in. Standard Steel Plates, Drill-TecT" Option #3: AccuTraca Flat Plates or Drill -Tee" 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-TecT" #14 Fasteners and Drill -Teel" 3 in. Standard Steel Plates, Drill -Tee'" Option #4: AccuTrac° Flat Plates or Drill-Tec" 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows, (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill -Tee' #14 Fasteners and Drill-TecT" 3 in. Standard Steel Plates, Drill -Tee'" Option #5: AccuTracA' Flat Plates or Drill-TecT" 3 in. Ribbed Galvalume Plate (Flat) arc spaced 8 in. o.c. in the min. 4 in. widc anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Marinnurr Design Pressure: —75 psf. See General Lunitation #7) MIAMNDIDE COUNTY APPROVED .. ... . . . . . . . • • . . . • • . .. ... .. . • . .. • ... . ... • • . . . . • . • . . . • . • • . • . • • .. . . . • . • • • • ... . . . ... • . . . ... . . • . • • • • • . • . . • • . . . . . • .. .. • • • .. .. ... . . . 000 • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 13 of 31 One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardT" Polyiso Insulation, EnergyGuard'" Tapered Polyiso Insulation, EnergyGuard' Ultra Polyiso Insulation, EnergyGuard'T' RH Polyiso Insulation, EnergyGuardTM RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard— Perlite Roof Insulation Minimum'/4" thick N/A N/A Structodele High Density Fiberboard Roof Insulation Minimum'/:" thick N/A N/A Securocka Gypsum -Fiber Roof Board, DensDeck° Prime Roof Board Minimum'/," thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft-. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Rubcroidu 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. Cap Sheet: GAFGLAS'x' Mineral Surfaced Cap Sheet, Tri-Ply'* BUR Granule Cap Sheet or GAFGLAS'1' EnergyCapT" Mineral Surfaccd Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. Topcoat1D Membrane or Topcoat's Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat" Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. 2, Maximum Design Pressure: See fastening options above. MIAMM34DE COUNTY APPROVED .. ... . . . . . .. • • . . • . . .. ... .. . • • .. • . . . ... • • • . • • . • • . . . • . . •. •. •. • • • • • . . . . . . . . . . • . . • ... . • • ... . . . ... . • • • • . . . • • ... •. •. •. • • .• . . . .. .. . . ... • . ... . . NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 14 of 31 Membrane Type: BUR Deck Type 11: Wood, insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel cnd and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(4): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhcrcd to insulation. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut' Fire Barrier Coating, VersaShieldr Fire -Resistant Slip Sheet or (optional) VcrsaShield1° Sole Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS' #75 Base Sheet, Tri-Ply'1' #75 Base Sheet, Ruberoid' 20 Smooth or GAFGLAS"' Stratavent7D Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #1: diameter tin caps arc spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psf. See General Limitation #7) Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill -Tee"' #14 Fasteners and Drill -Tee"' 3 in. Standard Steel Plates, Drill -Tee"' Option #3: AccuTraca Flat Plates or Drill -Teen' 3 in. Ribbed Galvalumc Plate (Flat) arc spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill -Tee"' #14 Fasteners and Drill -Tee"' 3 in. Standard Steel Plates, Drill-TecT"' Option #4: AccuTrac'r' Flat Plates or Drill -Tee'" 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill -Tee"' #14 Fasteners and Drill -Tee 3 in. Standard Steel Plates, Drill -Tee'" Option #5: AccuTrac* Flat Plates or Drill -Tee"' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —82.5 psf. See General Limitation #7) MIAMFDADE COUNTY APPROVED .. ... . . . . . .. .. ... .. • . • .. • ... • ... . . . • • . • . . . • • . . • . . . • . .. • . • . . . • • • ... . . . • • . . . • ... . • • . . • . . • • . ... • . • .. .. . • . .. .. • . . . . ... • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 15 of 31 One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener Density/ft= (Table 3) EnergyGuard" Polyiso Insulation, EnergyGuard" Tapered Polyiso Insulation, EnergyGuard"' Ultra Polyiso Insulation, EnergyGuard" RH Polyiso Insulation, EncrgyGuard'" RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: GAFGLAS* Stratavent* Perforated Venting Base Sheet is laid dry over the insulation. Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS" Ply 4, Tri-Ply' Ply 4, GAFGLAS" Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS'D Ply 4, Tri-Plyy" Ply 4, GAFGLAS" Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet (Optional): GAFGLAS* Mineral Surfaced Cap Sheet, Tri-Ply" BUR Granule Cap Sheet or GAFGLAS*' EnergyCap'" Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal/sq.(to be used as a pruner) followed by Topcoat* Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. ?. Maximum Design Pressure: See fastening options above. MIAMIOADE COUNTY APPROVED .. ... • • • • . .. .. ... .. • . . .. • ..• .. • . . . .• • • • . • • .. • . .. • . • • • . .. . . • . . • . • • ... • . . ... • . . . ... • • . . . . . . . • . . ... • . • • . • • . . . . . . • .. .. • • . .. .. ... • . . 000 . . NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 16 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" thick or greater or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(5): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: FireOut' Fire Barrier Coating, VersaShields Fire -Resistant Slip Sheet or VersaShield" (optional) Solo" Fire -Resistant Slip Sheet. Anchor sheet: GAFGLAS" #75 Base Sheet or Tri-Ply"#75 Base Sheet is secured as described below with Dade County Approved min. 12 ga. galvanized ring shank nails and 32 ga., 1-5/8 in. diameter tin tabs. Fastening: Nails and tabs arc spaced 8 in. o.c. in the 4 in. wide side lap and 8 in. o.c. in two staggered rows in the field of the sheet. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGnardTM Polyiso Insulation, EnergyGuardT" Tapered Polyiso Insulation, EnergyGuardT" RH Polyiso Insulation, EnergyGuardT" RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Structodek'6 High Density Fiberboard Roof Insulation, Securock' Gypsum -Fiber Roof Board Minimum 'A" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 IbsJ100 ft=. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Ply: Cap Ply: Surfacing: Two or more plies of GAFGLAS5 F1cxPlyT" 6 adhered with hot asphalt applied at 20-25 lbs./sq. GAFGLAS°i Mineral Surfaced Cap Sheet adhered with hot asphalt applied at 20-25 lbs./sq. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 7. Topcoat" Meip r .or.TQpcgpt" $urfacOeal SB applied at 1 to 1.5 gal./sq. OR • •..••••• • • • Topcoat' MBiilus atp)'ied at0Z tb1.75. 1./sq.(to be used as a primer) followed by Topcoat" Membrane applied at 0.3 to 075 gal/sq. Maximum Design Pressure: —52.5 psf..(S etenerajl;intitdtion f9j • • • MIAMtfl4DE COUNTY APPROVED • • • • • • • • • • • •• • •• •• • • • • • • • • • • • • • • • • • 4100 • • • O 00 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 00 •• O 00 • • • 000 • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 17 of 31 Nembrane Type: BUR Deck Type 1I: Wood, insulated Deck Description: 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type B: Base Iaycr of insulation is mechanically attached to roof deck. Any subsequent layers arc thcn adhered to base layer of insulation. Membrane is subsequently fully adhered to insulation. Alt General and System Limitations shall apply. One or more layers of any of the following insulations.: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft= EnergyGuard" Polyiso Insulation, EnergyGuard'" Ultra Polyiso Insulation, EnergyGuard" RA Polyiso Insulation Minimum 1.3" thick 1,2,3,4,5,6,7,8 1:3ft2 EnergyGuard'" RN Polyiso Insulation, EnergyGuard'" RH Polyiso Insulation Minimum 1.4" thick 1,2,3,4,5,6,7,8 1:3 re EnergyGuard" RA Composite Polyiso Insulation Minimum 1.5 thick 1, 2, 3, 4, 5, 6, 7, 8 1:3 ft2 EnergyGuard'" Perlite Roof Insulation Minimum'//" thick 1, 2, 3, 5, 6, 7, 8 1:2 ft2 Structodek® High Density Fiberboard Minimum 1" thick 1,2,3,5,6,7,8 1:4 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS® Stratavent® Perforated Venting Base Sheet laid dry or a layer of EnergyGuard'" Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft= Any of the insulations options listed for Base Layer above. N/A N/A DensDeck® Prime Roof Board, Structodek® High Density Fiberboard, EnergyGuardT" Perlite Recover Board Minimum %2" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbsJ100 ft= installed per manufacturer's installation instructions. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. MIAMI-DADE COUNTY APPROVED •• •.• • • . • • •• • • • • • • • .• ••. .• • • • •• • ••• • ••• • • • • • •• • • • •• • • • • • • . •• •• •. • • •• • •• •• • • • • • • •. • . • . . • • • • • • • • • • .•• • • • • • • • • • • . . • • • • • • • • • • • • • • • • • • • • . • • • • •• •• • • • •• •• .•• • • . ••. • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 18 of 31 Base Sheet: Ply Sheet: Cap Sheet: Surfacing: (Optional) Install one ply of GAFGLAS* #75 Base Sheet, Tri-Ply® #75 Base Sheet, GAFGLAS® #80 Ultima- Base Sheet,'GAFGLAS°D Ply 4, Tri-Ply® Ply 4, GAFGLAS® FlexPly" 6, Rubcroid® Mop Smooth, Ruberoid* Mop Smooth 1.5, Rubcroid' Mop Plus Smooth or Ruberoidx' 20 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions (See General Limitation #4). OR GAFGLAS® Stratavent® Perforated Venting Base Sheet loose -laid dry (not for use with perlitc wood fiber or composite polyiso top layer insulation). Two or more plies of GAFGLAS* Ply 4, Tri-Ply® PIy 4, GAFGLAS* FlexPly" 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. (Optional) One ply of GAFGLAS* Mineral Surfaced Cap Sheet, Tri-Ply* BUR Granule Cap Sheet or GAFGLAS* EnergyCapm Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat" Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat MB Plus applied at 0.5 to 0.75 gal/sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. 3. Fibcr Aluminum Roof Coating. Maximum Design Pressure: -45 psf. (See General Limitation #7) MIAMI-DADE COUNTY APPROVED •• ••. • • • • • •• • • • • • •• • • •• ••• •• • • • •• • ••• • ••• • • •• • •• •• • • •• • • • • • • • • • • • • • • •• • •• • • • • • • • •• • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 19 of 31 Membrane Type: BUR Deck Type 11: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type C(1): All layers of insulation arc mechanically attached to roof deck. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard" RN Polyiso Insulation, EnergyGuard" Polyiso Insulation, EnergyGuard" Ultra Polyiso Insulation, EnergyGuard"' RA Polyiso Insulation, EnergyGuard" RH Polyiso Insulation Minimum 1.3" thick N/A N/A EnergyGuard" Polyiso Insulation Minimum 1.4" thick EnergyGuard'" RA Composite Polyiso Insulation Minimum 1.5" thick EnergyGuard" Perlite Recover Board Minimum %" thick Structodek* High Density Fiber Board Minimum 1" thick N/A N/A N/A N/A N/A N/A NIA N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLASa Stratavent'D Perforated Venting Base Sheet laid dry or a layer of EnergyGuard" Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard" Polyiso Insulation, EnergyGuard' Ultra Polyiso Insulation, EnergyGuard" RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3, 4, 5, 6, 7, 8 EnergyGuard" RN Polyiso Insulation, EnergyGuard" RH Polyiso Insulation Minimum 1.4" thick 1, 2, 3, 4, 5, 6, 7, 8 EnergyGuard" RA Composite Polyiso Insulation Minimum 1.5 thick •• ••• 00 • EnergyGuard'" Perlite Roof Insulation • • • • •• Minimum 3/" thick .• .•• •• . • • •• Structodek' High Density Fiber Board Minimum 1" thick • MIAMIOADE COUNTY APPROVED ••• • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • r•• • • • 1,2,3,5,6,7,8 1,2,3,4,5,6,7,8 • •. . •. 1, 2, 3, 5, 6, 7, 8 • • • • •• • • '.• •.• NOA No.: 14-1030.01 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •. 000 • • • 000 • • 1:3 ft2 1:3 ft2 1:3 ft2 1:2 ft2 1:4 ft2 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 20 of 31 Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: (Optional) Install one ply of GAFGLAS* #75 Base Sheet, Tri-Ply' #75 Base Sheet, GAFGLAS® #80 Ultima" Base Sheet, GAFGLAS* Ply 4, Tri-Ply® Ply 4, GAFGLAS'"' FlexPly" 6, Ruberoid® Mop Smooth, Ruberoid* Mop Smooth 1.5, Ruberoidg' Mop Plus Smooth or Ruberoid' 20 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. OR GAFGLAS' Stratavcnt Perforated Venting Base Sheet is loose -laid dry (not for use with wood fiber, perlite or composite Polyiso top layer insulation) When optional base sheet and/or cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply* Ply 4, GAFGLAS' Flex Ply 6, GAFGLAS' #80 Ultima"` Base Sheet adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional base sheet and/or cap sheet is not present: Three or more plies of GAFGLAS' Ply 4, Tri-Ply` Ply 4, GAFGLAS' Flex Ply 6, GAFGLAS' 480 Ultima'" Base Sheet adhered in a full mopping of hot asphalt applied at 20- 40 lbs./sq. installed per manufacturer's installation instructions. (Optional) One ply of GAFGLAS* Mineral Surfaced Cap Sheet, Tri-Ply* BUR Granule Cap Sheet or GAFGLAS'" EnergyCap'" Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat Membrane or Topcoat Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat* MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. -45 psf. (See General Limitation #7) MIAMIDADE COUNTY AP PROVED • • • • • • • .. ..• • • . • • •• .. • • • •• • . • .. • ... . ... . . • • . • • • • . . . • • • . • . •. . . . . • . . . . . . . . •• . • .• .• . •• • . • • • • • • • . •.. . . • . •.. • • . . . . • . . ..• • . • • . . . . . . . . . • .. .. • . . .. .. •.. . . . .•. • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 21 of 31 Membrane Type: BUR Deck Type 11: Wood, insulated Deck Description: 19/32" or greater thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type C(2): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: (optional) FireOut'" Fire Barrier Coating, VersaShieldt' Fire -Resistant Slip Sheet or VersaShield` Solo"Fire-Resistant Slip Sheet. One or more layers of any of the following insulations. Base Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard"' Polyiso Insulation, EnergyGuard"' RA Polyiso insulation, EnergyGuard" RN Polyiso Insulation Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS° Strataventa Perforated Venting Base Sheet laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft= SECUROCKa Gypsum -Fiber Roof Board Minimum'/+" thick Base Ply: Cap Ply: Surfacing: Maximum Design Pressure: 2, 8 1:1.78 ft2 Two or more plies of GAFGLAS® FIcxP1yTM 6 adhcrcd with hot asphalt applied at 20-25 lbs./sq. installed per manufacturer's installation instructions. GAFGLAS'Mineral Surfaced Cap Sheet, Tri-Ply"' BUR Granule Cap Sheet or GAFGLAS' EnergyCap"' Mineral Surfaced Cap Sheet adhcrcd with hot asphalt applied at 20-25 lbs./sq. installed per manufacturer's installation instructions Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. Topcoat* Membrane or Topcoat* Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat* MB Plus applied4.; t® 0.f5.gil.4ga(fo be used as a primer) followed by Topcoat* Membrane applied pt t).5:to:0. 5pa ./sqe. .. ... .. . . . .. 3. Fiber Aluminum Roof Coating. 2 MIANMADE COUNTY APPROVED —60 psf. (See Genera,' 1'i3tlitatip8.#7)• • • . .... • . . . • • . •• . .• . .• .• .• . . ••• • • • • • • • •• • NOA No.: 14-1030.01 • . .•. . . • Expiration Date: 11/04/18 Approval Date: 05/04/17 • • • • •• •• •• ••••• ••• •• Page22of31 • • . . ..• • . . • • . • . • . . . . • .. •• . . . •• •• .•. . . . ... . . Membrane Type: BUR Deck Type 11: Wood, Insulated Deck Description: 19132" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type D: All insulation is loose laid with preliminary attachment to roof deck. Anchor sheet is subsequently mechanically fastened through insulation to the roof deck. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft= EnergyGuard»' Polyiso Insulation, EnergyGuard' Ultra Polyiso insulation, EnergyGuard" RA Polyiso Insulation Minimum 1.3" thick N/A N/A Structodek® High Density Fiber Board Minimum 1" thick N/A N/A Note: Insulation shall have preliminary attachment, prior to the installation of the base sheet, at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation, optional thermal barrier (when present) and base sheet shall be simultaneously fastened. See base sheet below for fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Fire Barrier: (optional) FireOut'" Fire Barrier Coating, VersaShieldz Fire Resistant Roof Deck Protection, VersaShield' Solo' Fire -Resistant Slip Sheet, DensDeck''U Roof Board, Securock" Glass - Mat Roof Board or Securock" Gypsum Fiber Roof Board. Base Sheet: install one ply of GAFGLAS'x' #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS'Q #80 Ultima"Base Sheet, GAFGLASt Stratavcnt' Nailable Venting Base Sheet or Rubcroid'' 20 Smooth applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Drill-Tec" #12 Fastener or Drill-Tec" #14 Fastener and Drill -Tee'" 3" Steel Plate, Drill - Option #1: Tec 3 in. Ribbed GalvaIume Plate (Flat), Drill-Tec' AccuTrae Flat Plate or Drill-Tec'" AccuTrac' Recessed Plate is installed through the base sheet and insulation in 3 rows 12" o.c. One row is in the 2" side tap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) Fastening Drill-Tec'" #12 Fastener or Drill-Tec'" #14 Fastener and Drill-Tec'" 3" Steel Plate, Drill - Option #2: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill -Tee' AccuTrac'0 Flat Plate or Drill-Tec'" AccuTraeReccssed Plate is installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Fastening GAFGLASa #80 Ultim ease flirt Rubcroid: 20.Smooth, Ruberoie Mop Smooth Option #3: attached to deck with approved pngtYlpr tin; s i k ne ils with a minimum embedment of 1" into the wood substrate apd inngrt ,3" SVel pl4e pia fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. Not for use with DensDcck or Securock Fire Barrier • • • • . ... . .. (Maximum Design f+¢epsutj-604sf See 3eneraLLirnitatian #7) • • • •• • • • • • • • • • ••• • • • MIAMIDADE COUNTY APPROVED ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • . • • • • • • . • •. •• • • • -• •• 000 • • • 000 • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 23 of 31 Fastening (Continued) Drill -Tee" # I2 Fastener or Drill -Tee' # 14 Fastener and Drill-Tec'" 3" Steel Plate, Drill - Option #4: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Teee' AccuTrac* Flat Plate or Drill -Tee" AccuTracx' Recessed Plate in 4 rows 12" o.c. Onc row is in the 2" side lap. The other rows arc equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Ply Sheet: Onc or more plies of GAFGLAS'' PIy 4, Tri-Ply' PIy 4, GAFGLAS° FlcxPly" 6 or GAFGLAS° #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: Surfacing: (Optional) One ply of GAFGLAS$ Mineral Surfaced Cap Sheet, Tri•Ply BUR Granule Cap Sheet or GAFGLAS' EnergyCap"' Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. Topcoat Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat'' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat* Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. 2. Maximum Design Pressure: See Fastening Options MIAMI.DADE COUNTY APPROVED • • • • • • • • • •• ••• • • • • • •• •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 14-1030.01 • • ••• • • • Expiration Date: 11/04/18 Approval Date: 05/04/17 ••• • • • • ••• • • Page24or31 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Membrane Type: Deck Type 1: Deck Description: System Type E(1): All General and System Fire Barrier: (optional) Base sheet: Fastening Option #1: Fastening Option #2: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: BUR Wood, Non -insulated 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. Anchor sheet mechanically attached to roof deck. Limitations shall apply. Topcoat" FireOutr" Fire Barrier Coating, VersaShield" Fire Resistant Roof Deck Protection, VersaShiel& Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. GAFGLAS" #80 Ultima' Base Sheet, Strataventt Nailable Venting Base Sheet, Ruberoida 20 Smooth, Ruberoid'r SBS Heat -Weld' Smooth or Ruberoid" SBS Heat -Weld" 25 base sheet mechanically fastened to deck as described below; GAFGLASV Flex Ply" 6, GAFGLAS3' #75 Base Sheet, Tri-Ply ' #75 Base Sheet or any of the above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf. See General Limitation #7) GAFGLAS'D #80 Ultima' Base Sheet, Rubcroid"2.0 Smooth or Ruberoid'" Mop Smooth attached to deck with approved I %" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) One or more plies of GAFGLAS&' Ply 4, Tri-Ply" Ply 4 or GAFGLAS" #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per'manufacturer's installation instructions. (Optional) One ply ofGAFGLAS" Mineral Surfaced Cap Sheet, Tri-Ply' BUR Granule Cap Sheet or GAFGLAS" EnergyCap"` Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. Topcoat' Membrane or Topcoat's Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal.lsq.(to be used as a primer) followed by Topcoat" Membrane arrelic$ al (E5 to 0.7•5 ga1/sit.' • • • •• • . 3. Fiber Aluminum Roof CQatidg •• MtAM DADE COUNTY APPROVED •• • • • •• • • • •• Sec Fastening Options • • • • • • • • • • • e • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 25 of 31 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(2): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat' FireOut' Fire Barrier Coating, VersaShield* Fire Resistant Roof Deck (optional) Protection, VersaShield* Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS* #80 Ultima Base Sheet mechanically attached with Miami -Dade County Approved min. 11/4 long, 12 ga., annular ring shank nails and 1-5/8" diameter tin caps spaced 7" o.c. in the min 4" wide side laps and in 3 staggered rows in the field of the sheet. Ply Sheet: Two or more plies of GAFGLAS" Ply 4, Tri-Ply* Ply 4, GAFGLAS* FlexPly" 6 adhered to the base sheet in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS) EnergyCapmt Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. Topcoat' Membrane or Topcoat* Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. Maximum Design Pressure: -82.5 psf. (See General Limitation #7) MIAMFDADE COUNTY APPROVED .. ... • • • • . .. • • . • • • . .. ... .. • . . .. • ... . ... • . • . . . . . • • . . • . •. . . . . • • .. . . . . • . . • • ...• • . ... . . . . ... • • . . . . • . • • . ... . • • .. .. • • . .. . ... . . . ••• • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 26 of 31 Membrane Type: Deck Type 11: Deck Description: BUR Wood, Non Insulated Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(3): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut" Fire Barrier Coating, VersaShieldx' Fire -Resistant Slip Sheet or (optional) VersaShield° Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS' #75 Base Sheet, Tri-Ply1' #75 Base Sheet, Rubcroidx' 20 Smooth or GAFGLASs' Stratavene' Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #1: diameter tin caps arc spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psf. See General Limitation #7) Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #2: diameter tin caps arc spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill -Tee' #I4 Fasteners and Drill -Tee" 3 in. Standard Steel Plates, Drill-Tec" Option #3: AccuTrac6 Flat Plates or Drill -Tee" 3 in. Ribbed Galvalume Plate (Flat) arc spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill -Tee' #14 Fasteners and Drill -Tee*" 3 in. Standard Steel Plates, Drill -Tee" Option #4: AccuTrac€ Flat Plates or Drill -Tee' 3 in. Ribbed Galvalume Plate (Flat) arc spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —6O psf. See General Limitation #7) Fastening Drill -Tee' #14 Fasteners and Drill-Tec" 3 in. Standard Steel Plates, Drill -Tee" Option #5: AccuTrac$ Flat Plates or Drill-Tec" 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psi: See General Limitation #7) Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS* Ply 4, Tri-Ply' Ply 4, GAFGLAS' Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructiot& •. • • • • • • • • • When optional cap Ascot is not p ser: •• • •• • • Three or more plies GPe1k LA9a' Ply 4511-P1 ' ' Ply 4, GAFGLAS* Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instru�ctiortc. • • • . • • • • • . • • • . • • •• • • • . • • . . • • . . • • • •• • . • • • . . • • • • • • • • MIAMI-DADECOUNTY APPROVED • • • • • •- • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 • Page 27 of 31 • • • • • •• • Cap Sheet: Surfacing: (Optional) GAFGLASI Mineral Surfaced Cap Sheet, Tri-Ply* BUR Granule Cap Sheet or GAFGLAS EnergyCap' Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. I. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. Topcoat* Membrane or Topcoat' Surface Seal SB applied at I to 1.5 gal./sq. OR Topcoat* MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat* Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Above. MIAMI•DADE COUNTY APPROVED •• ••• • • • • • •• • 0 • • • • • • • •• ••. •. • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• •.. • • • 0410 • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 28 of 31 Membrane Type: BUR Deck Type 1I: Wood, Non insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(4): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: (optional) TOPCOAT FireOut'" Fire Barrier Coating, VcrsaShie1d10 Fire -Resistant Slip Sheet VersaShield ' Solo"' Fire -Resistant Slip Sheet, installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS' #75 Base Sheet, Tri-Ply7P #75 Base Sheet, RuberoidK 20 Smooth or GAFGLAS1° Stratavent°4 Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter Option #1: tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psf. See General Limitation #7) Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-518 in. diameter Option #2: tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf See General Limitation #7) Fastening Drill -Tee"' #14 Fasteners and Drill -Tee"' 3 in. Standard Steel Plates, Drill-Tec' AccuTrae' Option #3: Flat Plates or Drill -Tee"' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psi. See General Limitation #7) Fastening Drill-Tec'" #I4 Fasteners and Drill -Tee'" 3 in. Standard Steel Plates, Drill -Tee"' AccuTrac Option #4: Flat Plates or Drill -Tee'" 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec"' #14 Fasteners and Drill -Tee'" 3 in. Standard Steel Plates, Drill-Tec"' AecuTrac'' Option #5: Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) Base Sheet: Ruberoie 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply' BUR Granule Cap Sheet or GAFGLAS EnergyCap'" Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. MIAMI-DIIDE COUNTY APPROVED •• .•• • • • • • •• • • • • • • • • • ••• • a•• • • • • • • • • • • • • • • • • • • • • • • • • • • a • • •• i••• ••• • ••• •• •• •NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 ••• • •• •• •• •••• •• • • • • • • • • • Page29of31 • • • ••• • • • • . • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. Gravel or slag applied at 400 lbs.fsq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. Topcoat" Membrane or Topcoat' Surface Scal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See Fastening Above. ... . ... . . . . .. • . • • • • • • .. ... .. . • SO* •• . • • . • • . . • . .. • . • . . . • . ... . . • • • .• . . . • • • . . • .• .• • . • • . • . . • .. . .• • . • • • . . ... . . • . . . . . . • . ..• . . . • . • . . . . . . .. .. . . • .. .. • . • . ... • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 30 of 31 { WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS° Ply 4 and GAFGLASI' Flex Ply" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/.+" DcnsDcckTM Roof Board or'/" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3.' All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. • An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.c. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quali,trassitinte audit jneciordasice with the Florida Building Code and Rule 61G20-3 of the Florida AdministrativtCode,; ••• • END OP THis lieegO '•ANCE MIAMI-DADE COUNTY APPROVED • • • • ••• • • • •• • • • • • • • •• • • • • •• •• •• • • •• • •• •• • • • • • • •• • • • • • • • • • ••• •• •• - •.• - • • • ••• • • •• •• •• • • •• •• •••• • • • • • • • - • ••• • •• • • • • • ••• •• • • - ••• • • • •• • •• • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 MIAMU 4DE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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/eco nomv 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: Low Profile Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at to sow. . est of . the. Itu. ilding•Official. • •. . . • This NOA revises NOA No.17-0822.13and consio s4s f jagel 1 �th=ot�glT 9. • • .. .. •. The submitted documentation was reviewed by Freddy Semino, MIAMI-DADE COUNTY APPROVED • • .. . i • . • • • • • • • . . •. • • • • . . .. . • . . . • . • ••. . . ... . . . . ... . . • . . . . • . . • . . ..• . . . • • . • . • . • . . • .. .. • . • .. .. ... • . . ..• . . NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Low Profile Lenght = 17" Concrete Tile Width = 12 1/4" Thickness = 1/2" Low Profile Concrete Tile Low Profile Concrete Tile Low Profile Concrete Tile Low Profile Concrete Tile Trim Pieces MIAMI-DADE COUNTY APPROVED Lenght = 17" Width = 12 '/4" Thickness = '/2" Lenght = 17" Width = 12 '/4" Thickness = '/2" Lenght = 17" Width = 121/4" Thickness ='/2" Lenght = 17" Width = 12 '/4" Thickness = '/2" Lenght = varies Width = varies varying thickness Test Product Specifications Description TAS 112 Flat profile concrete roof tile equipped with two Type 3a nail holes. For adhesive set, direct deck or Class III battened nail -on applications. TAS 112 Flat profile concrete roof tile equipped with two Type 3a nail holes. For adhesive set, direct deck or Class III battened nail -on applications. TAS 112 Flat profile concrete roof tile with slate finish Type 3a equipped with two nail holes. For adhesive set, Class III direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile with shake finish Type 3a equipped with two nail holes. For adhesive set, Class III direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile brushed finish Type 3a equipped with two nail holes. For adhesive set, Class III direct deck or battened nail -on applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes and ridges. Manufactured for each tile profile. .. ... • • • • • •. ••• • • • •• •. • •• • ••. • ••• . • . . .• • . . •• • . . • • • •• • • • • . • • • . •• .• • . . •• • ..• •• . •• •• . . • • • •.• • 000 • • • • ... • • . . . . . • . • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 0410 • • • 000 • • NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida ATL of South Florida PRI Construction Materials Technologies MIAMITADE COUNTY APPROVED Test Identifier ERPF-001-02-01 7161-03 Appendix III 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(1, 5 , & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations RT1214.01-15 �•� RT0706.01' 17 • • DAPF-001-02'-13' • • • • • • • • • • • • Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails • • Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity TAS-112 • • • •• • • TAS-112 • • • 'FAC• i01 (Adhesive) • • ••• • • • • • • • • • • •••• • • • • • • • • • • • • • • • •••• • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 • • ••• • • • ••• • • Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 12/17/15 09/25/17 11/30/17 NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 3 of 9 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 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code Rule 61G20-3 of the Florida Administrative Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Low Profile Flat Concrete Roof Tiles 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) Low Profile Flat Tile 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) A (ft3) Batten Application Direct Deck Application Low Profile Flat Tile 0.301 0.278 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Low Profile Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) fat hitch-4n:Sysjetnq ... • . •... Tile Profile Fastener Type . • Direct Dells: : •• (min 15/32" plywood) •. Direct Deck '(min. 19/32" plywood) Battens 2-1Od Ring Shank Nails . ... 30.9 .•. 38.1 17.2 MIAMI-DADE COUNTY APPROVED . .... • • . . • • . •. . .• . .•.• • • • . • • •• • • • •• • . . • • ..•• . • • • • • • • ••• • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • • •• NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 4 of 9 Low Profile Flat Tile Low Profile Flat Tile 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasteners are located a min. of 2'/2`from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile Adhesive' 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams. 31.3 3 ICP Adhesives Polyset® AH-160 Average weight per patty 8 grams. 31.3 4 DAP Foam Touch N Seal StormBond ® 2 Roof Tile Adhesive. Average weight per paddy 8 grams. 109 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile ICP Adhesives Polyset® AH-160 118.9 ICP Adhesives Polyset® AH-160 40.4 5 Large paddy placement of 45 grams of PolyProm% :: - •.::. • • 6 Medium paddy placement of 24 grams of Prolfrani..'. . . ... - MIAMI-DADE COUNTY APPROVED • . . •. • ••• • ... • • • • • • • • • • • • • • • • • • • • . • • • • .•• • • • • • • • • • • • • • . . . . • • • •.. • . • . ••. . • • . . . • • . •• • • . .•. . . • • . • • • . • • . • • .. .. • . • .• .• • • • . • • •.. . . NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mt(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile Mortar Set 43.9 7 Tile-Tite Roof Tile Mortar. 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". ......) EAGLEL-' FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) LOW PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be Atorrimniet by oopiei ofthe following: 6.1.1 This Notice of Acceptance. • • • • • • • 00,11 • 6.1.2 Any other documents required byalJ.ar appltcabZlC $uiidipeCode in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED • ••• • ••• • • • • • • • • • • • • • • • • • • • 410 • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • •• • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • • NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 6 of 9 MIAMPDADE COUNTY APPROVED PROFILE DRAWING LOW PROFILE ROOF TILE LQW OFI PRI.F•ROOF:IL E." • •• • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • ••• • • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 7 of 9 MIAMI•DADE COUNTY APPROVED LOW PROFILE ROOF TILE LOW PROFILE ROOF TILE • •• ••• • • • • • •• • • • • • • •• ••• •• • • • • • •• • ••• • ••• • d • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • ••• • • NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 8 of 9 MIAMI•DADE COUNTY APPROVED LOW PROFILE ROOF TILE END OF THIS ACCEPTANCE .. ... . . . . . .. • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • • •• • ••• • • • ••• • NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 9 of 9 MIAM 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.mia midade.gov/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 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 consisN.of pages• r:h>'otl'gh: / I. • • The submitted documentation was reviewed by Alex.Tigera.: • • • • • • MIAMIDADE COUNTY APPROVED • ,� +u • • • • • . .••• •. •... • . . . • . • . • • •▪ • • • • • • • • • • ..• •.•. . . . • • . . . . • . . ... • . . . . • • .. •• • • • • • • • • • • . • • • • • • . . .. .. • . • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Results Density 1.6 lbs./ft.3 Compressive Strength 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks .. ... . • .•+6....0% V.oltime Change @158°F., 100% Humidity, 2 ... •:.':: �. •-• •. Closed Cell Content ASTf 14a56.: •.816%) : ..' Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manu€acturing variation. .. . .. . .... ••• •• •• NOA No.: 17-0322.03 . . .. • • • • • • • •• ...• . Expiration Date: 05/10/22 + Approval Date: 04/27/17 Page 2 of 11 MIAMFDADE COUNTY APPROVED Test ASTM D 1622 ASTM D 1621 ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. 11110 • • • 000 • • EVIDENCE SUBMITTED: Test A2encv 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. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 528454-2-1 TAS 101 10/23/98 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 • .. •.. •. • • • .• • • ••• • ••• • • • • • • • •• • • • • • • •• •• • •• • •• • • •• • •• • • • •• •• • •• • • • •• • • • • • • ••• • • • 000 • • • • 080 • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • ••• • • • ••• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP 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 minutes after ICP Adhesives 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. MIAMI.DADE 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 Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. FDAMMIADE COUNTY 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 •• ••• • ^ • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • •• • • • • • • • • • • • •• • • • • •• • •• • • •• • • • • • • •• • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail due ugh pitstic cement (when rewired) Ihrufertiprzsale 10 inot 5 2l�widoa SMiens opalonal Eiftd Coarse -� — Paddy iBem••eh Wel Fascia rf MIAMI•DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double 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. 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 6of11 ADHESIVE PLACEMENT DETAIL # 2 Nail *numb plastic cement *hen requiredI MIAMI-DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 1.0" (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 the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double 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 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. • • • • • {I1strwctiQns coQtjnued on next page) • • • • • • • • • •• • • • . . •• • •.. •• • . .• • •.. . ..• . . •• . . • •• . . •• . . . • . • • • • . • • • ▪ • •• •• • • • • • • ..••• • •• .• • . •• ••••• • • ••• • . . . ••• • • . •. •. •. • • • . . • •.. • • •• • • • • • • • • • •.•• •• • • • • • ••• • ••• • • • •• ••• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall through Alan( co {Wan Foqulrod) lmtdSmP yr000t FEn 2IA. Banana optional lank at.d&p Iae hTil•3 „i W.ephole 6wrr donne Drip edge MIAMI•DADE COUNTY APPROVED 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 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 17" (109.7 cm2) - 19 (122.6 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 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Flat/Low Profile Tile Single dY on tap oftilee i a4in. :add). n Y�lnE9tt *n Medium ProllleTlle 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" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) • . 000 • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • 000 • • • •.• • • • • .•. • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •. •• ••• • • • 000 • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic • • _ , _ Singe paddy under tile (when reuued) High ProflleTite MIAMI•DADE COUNTY APPROVED 3. Also apply a2"(50.8nun) x4"(101.6mm) x3/4" (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 manner. •• ••• • • • • • •.• • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • •' • • 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. Underlaymen Eave closure (molar 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 MIAMI•DADE 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 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 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 • •• .•• • • • •• •. • . • • • • • • •• • • • •• • • • •• • ••• • ••• • • •• • •• . • • • • • • • . • •••• • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • Y • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11