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RF-18-297Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address mit Issue Date: 2/13/2018 Permit NO. RF-2-18-297 Permit Type: Roof Work Classification: Tile/Fiat Permit Status: APPROVED Expiration: 08/12/2018 i Parcel Number Applicant 237 NE 102 Street Miami Shores, FL 33138-2426 1132060134950 Block: Lot: GREG SLUYTER Owner Information Address Phone Cell GREG SLUYTER .237 NE 102 Street MIAMI SHORES FL 33138- (970)379-9730 Contractor(s) Phone Cell Phone ISAACS ROOFING & INSULATION COI (305)234-5234 (786)277-9756 Valuation: $ 27,000.00 Total Sq Feet: 5000 Type of Work: Re Roof Additional Info: Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $16.20 $5.25 $3.50 $5.40 $350.00 $9.00 $21.60 $910.95 Pay Date Pay Type Invoice # RF-2-18-66354 02/13/2018 Check #: 12583 02/06/2018 Credit Card Bond #: 3650 Amt Paid Amt Due $ 860.95 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermo, I authorize the above -named contractor to do the work stated. f February 13, 2018 Authorized SignZture: wner / App icant / Contractor / Agent Date Building Dep - ment Copy February 13, 2018 1 '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 [4OOFING ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: 2-7 7 AJL % 'L 5 7 City: Miami Shores County: Folio/Parcel#: 1//1 32-0C) —01 3 - 9 750 Occupancy Typer A.A•t Load: Construction Type: Master Permit No. Sub Permit No. RECEIVED FEB 062018 FBC 20 n TLCt ?---291 ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 3 913, Is the Building Historically Designated: Yes NO )( Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (/' S' "U j4 Phone#: Q) D ??? .27,3 3 Address: Z-3 ') J City:i ,A-4i , 5 S' State: P- Zip: ?3 13 Tenant/Lessee Name: Phone#: Email: s/U JQ,c44.1)dZ-L)Crdo g` 4[ J, CJ'✓d�l, CONTRACTOR: Company Name: I J11Ac�j K—o��e1 9 Address: City: //0 , 40,4 / State: ‘rL Phone#":"0 4,' — 277 — / 7SL Qualifier Name: /1-1'41d (9ei,. z.9-C z _ Phone#: State Certification or Registration #: GGL( •525 C i Cp Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: Zip: 3g is - Value of Work for this Permit: $ Type of Work: ❑ Addition ❑ Alteration City: State: Zip: Square/Linear Footage of Work: S4:3 n New D./repair/Replace Description of Work: nl� II C (y- 'ilb F U) �� ot' 1o7g ❑ Demolition • Specify color oycolor.�:thru tile:: Cat �jA,r� • <wr �� ,ct ' I^�l�.s,;� i W Er+ J `o''r rat f ' Ik % • .•irl� c Submittal Fee $ D" Permit Fee $ « • ..'r' Scanning Fee $ Radon Fee $ CCF $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ I r. 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this day of ,wh me or who Ijas prodd identification and who did take an oath. NOTARY PUBLIC: Sign: Print: l ?-(=?�P&rut Seal: 20 r••.';t CLARISSA A. RODRIGUEZ• a, : = MY COMMISSION # GG 041376 "4, EXPIRES: December 30, 2020 „$` Bonded Thru Notary Pubic Underwriters APPROVED BY by o as Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of i41/A;01 Y0 WoZAL me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ******************** "•CLARISSA A. RODRIGUEZ lit.: ' _�; , . :t. MY COMMISSION # GG 041376 I,;,)1... P` EXPIRES: December 30 2020 %4o1FtY` Bonded Thru Notary Pubic Underwriters , 20 ****************************, Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION CFN: 20180100328 BOOK 30868 PAGE 1410 D TE:02/20/2018 12:18:42 PM H VEY RUVIN, CLERK OF COURT, MIA-DADE CTY PERMIT NO}ZF'i- sr- " TAX FOLIO NO.it-3aoc.-c,l- STATE OF FLORIDA: COUNTY OF MIAMI-DADE: NE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information. is provided In this Notice of Commencement. Space above reserved for use of recording office I. Legal description of property and street/address: d 3-1 *X. aim+ Sti;c s Qi _ 3 t4 SVta`es Tee, _ 'U 13 { c. - - C'S 1 Mqrvtt 3 tty 2. Description of Improvement. ' (p — r e cs k- 3. Owner(a) name and address: Cif e' �j 1 ��v-i�,�? i t 2 3) V.l 1 cb"� .Y4- ir1.a„m. 'S\- s',f P[ ?3 13 . Interest in property: O. 'U Name and address of fee simple titleholder: t 4. Contractor's name, address and phone number 5c,QC-5 TI pet,n )')9-?-) S. 01 Kt. .t=lt, xo 91..s 3315 - 5. Surety (Payment bond required by owner from contractor, N any) �. Name, address and phone number Amount of bond $ 8. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1j(a)7., Florida Statutes, Name, address and phone number: & In addition to himself, Owners designates the following person(s) to receive a copy of the IJenor's Notice as, provided in Section 713.13(1)(b), FloridaStatutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the explrtlion date Is I year from the date or recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT. IN YOUR PAYING TWICE FOR. IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Offlcer/Director/Partner/Manager PriParedBy Print Name Title/Office 9' 3 i7 Title/Office Signature(s) of Prepared By Print Name rb % r STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 15 )day of By t Individually, or O as for ty known, or ❑ produced the following type of Identification:. Signature of Notary Public: p(� - Print Name: Jevb'LIaY ZjiiP (SEAL) VERIFICATION PURSUANT IO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. 1-c,ALAl Z61 +".,,,, JENNIFERFADUL . Notaryaria Public # tateGG i i8Florida • Cumnissbn4GG17t8B2 "'' �► ` My Caws Expires Jan 2. 2022: .- ..,- Bonaire** r eisvumerrlem,. Signature() of Owner(q),r Owner( 5r .1Yuthorized Off cer/Director/Pa,tner/Meneger who signed above: By ,ie1.a PAGE 3 ant By ' Sectiori A/B • RECEIVE FEB 0 6 2018 "Delivering Excellence Every Day" Master Perm' Contract Job A ✓❑ L ❑ Asphaltic Shin ❑ Sprayed Polyurethane Foam r- iaamm 1` -Da ie�CountyrBui.ldi g & Neighborhood Compliance Department .,H 1lZ 4t' '�yH ctronic'IRoof7T.mit Form Section A (General Informati Roof Category Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: Miami Shores Village on)3PROVED ZONING DEPT BY e DATE JECT TO COMPLIANCE \MTh ALL FEDERAL STATE ANC, COUi''TY RULES AND REGULATIONS ❑✓ Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes Roof Type ❑ New Roof ✓❑ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ✓❑ No Roof System Information Low slope roof area (ft.2) 3700 Steep Sloped area (ft.2) If yes, what type? ❑ Natural ❑ LPGX •••• • 1300 Section B (Roof Plan) • • •••• Total (ft.2) (5da0 • • • • • • •• • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and▪ Weflow dra?r%1.1nclude dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and lo8Sid&S bf parsOdt$' • •• •• •• • Perimeter Width (a'): 3' Corner Size (a' x a'): 3'x3'• • • • •• • sloped 6' 47' I19'I Flat Flat Insulated Flat Insulated sloped 18' 41' •••• • I421 •• • • • Flat • • • .•• • • • 38' 'Flat Insulated Section C ROOF SYSTEM MANUFACTURER: "Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Top Ply: Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section C page (Low Slope Roof Systems) GAF Product Approval (NOA): FL16730R9 System Type: 40 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1)' Field: 142.8 (P2) Perimeters: (P3) Comers: psf 171.7 108 psf psf Maximum Design Pressure From NOA: I45 Roof Slope: 1/4 " : 12 Roof Mean Height: Parapet Walls:❑ No 0 Yes Parapet wall Height: psf 10 Deck Type: I1"x6"T&G-- Support Spacing: n/a Alternate Deck Type: Existing Roof: " o/c ft. 0' I n/a Fire Barrier: IVersashield Solo Vapor Barrier: n/a Anchor Sheet: I n/a Anchor Sheet Fastener / Bonding Material: n/a Insulation Base Layer Size & Thickness: .5" - 4" ISO Insulation Base Layer Fastener / Bonding Material: I#14 with Drill-Tec & Double Barbed XHD Plates Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener / Bonding Material: I n/a Base Sheet(s) & No. of Ply(s): n/a Base Sheet Fastener / Bonding Material: n/a Ply Sheet(s) & No. of Ply(s): I n/a Ply Sheet Fastener / Bonding Material: n/a ft. n/a Top Ply Fastening / Bonding Material: n/a Surfacing: SINGLE PLY MEMBRANE: n/a Single Ply Manufacturer / Type: GAF 060 (White) Single Ply Sheet Width: 114 No. of Single Ply 1/2 sheets: " 1/2 Sheet Width: 1 Single Ply Membrane Fastening / Bonding Material: mechanically fastened ❑ FASTENER SPACING FOR BASESHEET ATTACHMENT 0 SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: 3. Corner: " o/c @ Laps & 6 6 " o/c @ Laps & " o/c @ Laps & Ei'•icynis• rows "o/a••• • • • •••• • • 60 . o/a • • • •• Sim " o/c . NUMBER OF FASTENERS PER INSU4ATIO .,BOARp! • • • • 1. Field:. 2. Perimeter: Insulation Fastener Type : •••• • S S • Comer:' •• •• •• • • • •• • •1b WOOD NAILER TYPE AND SIZE: : • . • 12" x 6" • Wood Nailer Fastener Type and Spacing: • • • •. • I#8 ring shank @ 6" o.c. _ EDGE & COPING METAL SIZES: Edge Metal Materi Edge Size: Hook Strip Si Size: al: -3" face 26 ga -- —SELECT EDGE METAL HOOK STRIP SIZE- � • • • • • • • • •* • • • -Galvanized Metal -- Edge Metal Attachment: 1 1/4" ring shank nails Coping Material: Coping Size: • --SELECT PARAPET WALL COPING MATERIAL- --SELECT COPING METAL SIZE OR THICKNESS -- Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE -- Parapet Coping Metal Attachment: n/a Section C2 t Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: 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 15 HVHZ, FBC. GAF 060 TPO Versashield Solo .5"-10" Tapered ISO with #14 screws and XHD Plates 0000 •• • • •••• • • • Parapet Wall Heigj • 5 — • • ; • • • • . • •... .... . . S. Mean Roof Heigh" I0 • • • .. .. • .... • .. I. • • • • • • S. • • • • .. file:/%/Cl/Documents%20and%20Settings/sky/Desktop/roof%20permit%20forms/Section%20C2d.htm9/5/2007 7:18:20 AM r Section ROOF SYSTEM MANUFACTURER: Product Approval (NOA): HVHZ Electronic Roof Permit Form Section C page (Low Slope Roof Systems) Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Top Ply: GAF FL16730R9 System Type: F71 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (42.8 (P2) Perimeters: psf (71.7 (P3) Corners: 108 psf psf Maximum Design Pressure From NOA: Roof Slope: 1/4 " : 12 Roof Mean Height: psf 10 Parapet Walls: 0 No El Yes Parapet wall Height: Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: 1--1"x6"T&G-- n/a " o/c ft. 0'-3' n/a n/a Fire Barrier: IVersashield Solo Vapor Barrier: n/a Anchor Sheet: n/a Anchor Sheet Fastener / Bonding Material: n/a Insulation Base Layer Size & Thickness: n/a Insulation Base Layer Fastener / Bonding Material: n/a Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener / Bonding Material: n/a Base Sheet(s) & No. of Ply(s): n/a Base Sheet Fastener / Bonding Material: In/a, Ply Sheet(s) & No. of Ply(s): n/a Ply Sheet Fastener / Bonding Material: n/a i ft. n/a Top Ply Fastening / Bonding Material: n/a Surfacing: SINGLE PLY MEMBRANE: n/a Single Ply Manufacturer / Type: GAF 060 Single Ply Sheet Width: 114d " 1/2 Sheet Width: 55 No. of Single Ply 1/2 sheets: 1 Single Ply Membrane Fastening / Bonding Material: #14 Drill- Tec w/ XHD plates ❑ FASTENER SPACING FOR BASESHEET ATTACHMENT ElSINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: 3. Corner: 6 " o/c @ Laps & 6 6 " o/c © Laps & " o/c © Laps & rows "o/c•••• • •••• rows 60 r o/o• • •• • • • Fowts. 0 I" o/c • • • NUMBER OF FASTENERS PER INSUI.IMON.BOARie • • •. 1. Field: 2. Perimeter: Insulation Fastener Type : •.• • •:3.• Comer: •• •. • • WOOD NAILER TYPE AND SIZE: • _ • • • n/a • • • .• . Wood Nailer Fastener Type and Spacing: n/a EDGE & COPING METAL SIZES: Edge Metal Material: • • • • • • • --Galvanized Metal -- Edge Size: -3" face 26 ga.-- Hook Strip Size: --SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 1 1/4" Ring Shank nails Coping Material: Coping Size: --SELECT PARAPET WALL COPING MATERIAL- --SELECT COPING METAL SIZE OR THICKNESS-- I Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: n/a Section C2 HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: 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 15 HVHZ, FBC. GAF 060 TPO l Versashield Solo T-Bar & Stucco Stop • • •••• • • • • '-2' •••• Parapet Wall Heigh. • fT • • • •••• • • •••• • •••• • • •••• •••• • • • ' • • •• • • • • • ...leg •• • M an Roof Height .. �'. • • •• • •• • • • • •• • • • • • • • 5x7 scupper and over flow. 2-4" above low point file:///q/Documents%20and%20Settings/sky/Desktop/roof%20permit%20forms/Section%20C2d.htm9/5/2007 7:18:20 AM Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section D Tile Roof System Boral Notice of Acceptance Number (NOA): 16-0711.01 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 29.3 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 3.5 Roof Mean Height: Method of Tile Attachment: "/12" ft. 20 --Adhesive, 2 Small Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: n/a Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: --3" face 24 ga.-- --Galvinized Metal-- 1 1/4" Ring shank nail Hook Strip/Cleat gauge or weight: --n/a- Deck Type: --5/8" Plywood -- Optional Insulation: n/a Optional Nailable Substrate: I n/a • • • • • • • • •• • •• • . • • a • .• • Optional Nailable SubstraMlachment.•• • • • • • • • n/a ••••' •• •• Basesheet Type: (30# • • •• •• S • • • • ; • • • • • • • •• • • • • Fastener Type for Basesheet Attachment: • • •. • r •• • ••• • • • • • •• • • • • • 1 1/4" Ring shank nail & Tin caps Tile Underlayment (Cap Sheet ) Type: Boral Tile Seal Tile Underlayment Attachment Method: Self adhered Tile Profile: Barcelona 900 • Section'E Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: P 2: P 3: 39.1 68.1 100.7 x x .286 = x .286 = x? .286 11.18 19.47 28.80 - Mg: - Mg: - Mg: 6.19 6.19 6.19 = Mr1: = Mr2: = Mr3: 4.99 13.29 22.61 29.3 29.3 NOA Mf NOA Mf 5 29 3 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for eac rea of the roof, then the tile attachment method is acceptable. P1: P2: x P3:1 1 x I: x w: x w: x w: =n-W:n= _W:n= =1 I - W: 1111 .••• • xcos 0:= Fr1: �__•• _1N0AF' • • • •.• • • x cos e: a = Fr2: l J'IOA F' • xcos0:h=Fr3: •••• 5I . ist0AF' •• S. • re to Obtain Information to complete tile calculations:• • • • • • • • • • • •• • • • • • • • •. Description Symbol Where to Find • • • • J. • • • • • • • •• • Design Pressure P1 or P2 or P3 Table 1 - • S 127, or by an engineer analysis prepared, signed and sealed by a professional engineer b- -d on ASCE 7. Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg ' oduct Approval (NOA) Attachment Resistance Mf Produ pproval (NOA) Required Moment Resistance Mr Calcu : ed Minimum Attachment Resistance F' Product Approval •A) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w =width Product Approval (NOA) Owner's Notification Form HVHZ 2010 SECTION 1524 HIGH VELOCITY HURRICANE ZONES- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. ric=:21VAesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. !enailing wood decks: When replacing roofmg, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 1.:24Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contravtp •and/or owner should notify the occupants of adjacent units of roofing work to be performed.' • • • : • • • • • • • • •ge J1xposed ceilings: Exposed, open beam ceilings are where the underside of tfie.roof decking call be • viewed from below. The owner may wish to maintain the architectural appearance; thereTore, rooria nail • • penetrations of the underside of the decking may not be acceptable. The owner provides•tleb optioa.c�£ • • • • • • • maintaining this appearance. • • • • • • • • ['onding water: The current roof system and/or deck of the building mayhot dtain ell.3ud m? • • • • cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an iri'dicatton of sstural . • • distress and may require the review of a professional structural engineer. Ponding may shorten thefife. expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. P.:;:_ii:Clverflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. =;;Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Signature: Date: / Contractor's Signature: Property Address: Permit Number: Florida Building Code Online Page 1 of 2 P1. tCA gBP rENT OP Business & Professional Regulation Florida Departments Busines Professib a Regulation License elkien:1. Reg&a;e'a rN. rOBPR ONE BCIS Home I Log In I User Registration { Hot Topics I Submit Surcharge I Stets & Facts Publications Product Approval USER: Public User Product Approval Menu > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16730-R9 Revision 2014 Approved 0 GAF 1 Campus Drive Parisppany, NJ 07054 (973) 872-4421 lindareith@trinityerd.com Beth McSorley lindareith@trinityerd.com Beth McSorley (current) 1 Campus Drive Parsippany, NJ 07054 (973) 872-4421 bmcsorley@gaf.com Roofing Single Ply Roof Systems ABOUT DDPR FBC Staff DB►R DIVISIONS BCIS Site Map CONTACT DBPR Links I Search • • •• • • • • •••• • • • •• • •• • • • • • •• • • ♦••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • Evaluation Report from a Florida Registere8 Architect or a.Llttr s! � • Florida Professional Engineer • • • ❑ Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 07/17/2017 John W. Knezevich, PE 121 Validation Checklist - Hardcopy Received FL16730 R9 COI 2016 01 COI Nieminen.odf Standard TAS 110 TAS 114 TAS 131 Year 2000 2011 1995 • • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6... 6/15/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/13/2016 04/18/2016 04/19/2016 06/08/2016 FL # Model, Number or Name Description 16730.1 EverGuard TPO Single Ply Roof Systems Thermoplastic polyolefiin single ply roof systems Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: +N/A/-502.5 Other: 1.) The design pressure herein pertains to one system. Refer to ER Appendix for all systems and maximum design pressures. 2.) Refer to ER Section 5 for Limits of Use. Installation Instructions FL16730 R9 II 2016 04 FINAL Al ER GAF EG TPO HVHZ FL16730-R9.odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL16730 R9 AE 2016 04 FINAL ER GAF EG TPO HVHZ FL16730-R9.odf Created by Independent Third Party: Yes • • • • • Contact Us ::;940 North Monroe Street. Tallahassee FL 32399 phone: 850-487-1824• • • • • • • • • • • • The State of Florida Is an AA/EEO employer. fonvrinht 2007-?013 State of Florida, :: privacy Statetl :: Ag o:ability )tefund atatrmeik • • • • • Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a OLRlibilc dls request)410 no•s•nd electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please gpttpptt 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide thT 60aTtl It with an email dbdress If • • they have one. The emalls provided may be used for official communication with the licensee. However email addresses are 4u�1 fi¢coord. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. jp�deiernilrw if you are tl•Ot4%Ieunder • • Chapter 455, F.S., please click um. • • • • • • • • Product Approval Accepts: • • •••• • • • •• •• •• • • • • • • 11121 MVUritvMrTRICs Credit +CArF SE • • • • • • • • • • • • •• • • • • • • • • • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... 6/15/2016 QINITY EVALUATION REPORT ERD EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street, Unit 13 Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 GAF 1 Campus Drive Parsippany, NJ 07054 Evaluation Report 01506.12.13-1-R10 FL16730-R9 Date of Issuance: 12/17/2013 Revision 10: 04/11/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code, High Velocity Hurricane Zone (HVHZ) sections noted herein. DESCRIPTION: EverGuard® TPO Single -Ply Roof Membrane Systems LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. • .•.• CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named productrs4 cFiagges, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the prodtittghange. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nientrier17 P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity' ERD requires a cohaplete re/inrr.of this Evaluation Report relative to updated Code requirements with each Code Cycle. ' •" "" • ..•• ADVERTISEMENT: The Evaluation Report number preceded by the words "Engineer Evaluate I. J=BC (HVFJZr clay In displayed in advertising literature. If any portion of the Evaluation Report is displayed, then• it:shall be done in its • • entirety. • • • INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user bythe m'�nufacturer • • its distributors and shall be available for inspection at the job site at the request of the Building Official. • • ' This Evaluation Report consists of pages 1 through 5, plus a 76-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a TrinityIERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/11/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client • QINITY ROOFING SYSTEMS EVALUATION: ERD 1. SCOPE: Product Category: Roofing Sub -Category: Single Ply Roof Systems Compliance Statement: EverGuard° TPO Single -Ply Roof Membrane Systems, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code, HVHZ through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1523.6.2 Testing Requirements TAS 110 2000 TAS 110 System Performance TAS 114 2011 TAS 110 Physical Properties TAS 131 1995 3. REFERENCES: Entity Exam Reference Date ACRC (15T4671) TAS 114 06-035 10/18/2006 ACRC (TST4671) TAS 114 07-005 01/17/2007 ACRC (TST4671) TAS 114 07-024 03/01/2007 ACRC (TST4671) TAS 114 07-016 04/19/2007 ACRC (TST4671) TAS 114 07-017 04/19/2007 ACRC (TST4671) TAS 114 07-025 05/02/2007 ACRC (T5T4671) TAS 114 07-026 05/03/2007 ACRC (TST4671) TAS 114 07-027 05/04/2007 ACRC (TST4671) TAS 114 07-042 08/31/2007 ACRC (TST4671) TAS 114 07-043 09/05/2007 ACRC (TST4671) TAS 114 07-045 09/06/2007 ACRC (TST4671) TAS 114 07-046 09/06/2007 ACRC (TST4671) TAS 114 07-048 09/07/2007 ACRC (TST4671) TAS 114 07-049 09/10/2007 ACRC (TST4671) TAS 114 07-080 01/03/2008 ACRC (TST4671) TAS114 08-022 04/17/2008 ACRC (TST4671) TAS 114 08-030 04/05/2008 ACRC (TST4671) TAS 114 08-023 04/17/2008 ACRC (TST4671) TAS 114 08-033 04/19/2008 ACRC (TST4671) TAS 114 08-032 04/19/2008 ACRC (TST4671) TAS 114 11-004 03/21/2011 ACRC (TST4671) TAS 114 11-011 03/24/2011 ACRC (TST4671) TAS 114 11-012 04/06/2011 ACRC (TST4671) TAS 114 11-013 04/06/2011 ACRC (TST4671) TAS 114 11-019 04/08/2011 ACRC (TST4671) TAS 114 11-020 04/08/2011 ACRC (TST4671) TAS 114 11-021 04/11/2011 ACRC (TST4671) TAS 114 11-040 08/05/2011 ACRC (TST4671) TAS 114 11-041 08/05/2011 ACRC (TST4671) TAS 114 11-056 09/30/2011 ACRC (TST4671) TAS 114 12-008 04/10/2012 ACRC (TST4671) TAS 114 12-012 04/23/2012 ACRC (TST4671) TAS 114 12-013 04/23/2012 ACRC (TST4671) TAS 114 12-014 04/23/2012 ACRC (TST4671) TAS 114 12-016 04/24/2012 ACRC (TST4671) TAS 114 12-019 04/25/2012 ACRC (TST4671) TAS 114 12-024 05/09/2012 ACRC (TST4671) TAS 114 12-025 05/09/2012 ACRC (TST4671) TAS 114 12-029 05/23/2012 ACRC (TST4671) TAS 114 12-030 05/23/2012 ACRC (TST4671) TAS 114 11-042-R1 01/27/2012 ACRC (TST4671) TAS 114 12-033 08/10/2012 ACRC (TST4671) TAS 114 12-036 08/13/2012 ACRC (TST4671) TAS 114 12-018-R1 01/30/2013 ACRC (TST4671) TAS 114 08-022-R1 01/15/2015 ACRC (TST4671) TAS 114 i1-056-R2 01/23/2015 ERD (TST6049) Physicals 01513.12.07 12/18/2007 ERD (T5T6049) TAS 114 SC8580.11.15-4 11/09/2015 ERD (TST6049) TAS 114 SC8580.11.15-2 11/18/2015 Exterior Research and Design, LLC. Certificate of Authorization #9503 Entity Exam Reference Date FM App (TST1867) FM 4470 797-07474-267 06/11/2012 FM App (TST1867) FM 4470 797-07476-267 06/21/2012 FM App (T5T1867) FM 4470 3045789 07/12/2012 FM App (TST1867) FM 4470 3045863 •06/4.1/2012 FM App (TST1867) FM 4470 3041749 • • •q$Q012 FM App (TST1867) FM 4470 3Q4ivS • • 09/13/2012 • FM App (TST1867) FM 4470 3041769 • •144/2// 012 • FM App (TST1867) FM 4470 747.4321!•>s*-t67 • • 10j11 2012 • FM App (TST1867) FM 4470 717•671186.267 11421/2012 • FM App (TST1867) FM 4470 304jQSg • • 12/21/2012 FM App (T5T1867) FM 4470 707-082164267 • •d471447013 • FM App (TST1867) FM 4470 30412•1 • • 614129/2013 FM App (TST1867) FM 4470 71)08111•W467 • Q5 (1;12013 • • FM App (TST1867) FM 4470 7 -d f 267 • 09/23r2013 FM App (TST1867) FM 4470 3047237, • 87/1572013 • FM App (TST1867) FM 4470 4440. : 08Y08/2013 • FM App (TST1867) FM 4474 797-092340267 • 0341/2014 • FM App (TST1867) FM 4474 787-09317-267 : • O4'/11882014 FM App (TST1867) FM 4474 797-091930267 05/27/2014 • • FM App (TST1867) FM 4474 795- 9495/267 • • O/L772014 • • FM App (TST1867) FM 4474 797-09573-267 • 06/33/2014 FM App (TST1867) FM 4474 797-09497-267 06/23/2014 FM App (TST1867) FM 4474 797-09594-267 06/24/2014 FM App (TST1867) FM 4474 797-09635-267 07/16/2014 FM App (TST1867) FM 4474 797-09892-267 10/30/2014 FM App (T5T1867) FM 4474 797-10123-283 12/17/2014 FM App (TST1867) FM 4474 797-10153-267 12/19/2014 FM App (TST1867) FM 4474 797-10210-267 i02/05/2015 FM App (TST1867) FM 4474 797-10211-267 02/05/2015 FM App (TST1867) FM 4474 797-10212-267 02/05/2015 FM App (TST1867) FM 4474 797-RR20018 02/23/2015 FM App (T5T1867) FM 4474 RR200320 04/07/2015 FM App (T5T1867) FM 4474 RR200321 04/07/2015 FM App (TST1867) FM 4474 3047636 - LTR 06/24/2015 FM App (TST1867) FM 4474 RR202913 11/19/2015 FM App (TST1867) FM 4474 3053501 01/14/2016 FM App (TST1867) FM 4474 3055167 02/10/2016 IRT (TST7408) TAS 114 02-008 01/18/2002 IRT (TST7408) TAS 114 03-0728 02/17/2004 IRT (TST7408) TAS 114 04-012 02/18/2004 IRT (T517408) TAS 114 04-019 04/26/2004 PRI (TST5878) Physicals GAF-289-02-01 09/07/2011 PRI (TST5878) Physicals GAF-290-02-01 09/21/2011 PRI (TST5878) Physicals GAF-373-02-01 10/15/2012 PRI (TST5878) FM 4474 GAF-043-02-03 09/16/2013 PRI (TST5878) FM 4474 GAF-043-02-04 09/16/2013 PRI (TST5878) Physicals GAF-421-02-01 10/22/2013 PRI (TST5878) Physicals GAF-422-02-01 10/29/2013 PRI (TST5878) Physicals GAF-424-02-01 11/11/2013 Evaluation Report 01506.12.13-1-R10 FL16730-R9 Revision 10: 04/11/2016 Page 2 of 5 Entity Exam Reference Date F-TEC (TST7393) TAS 114 08-050183 06/26/2008 F-TEC (TST7393) TAS 114 08-050184 06/26/2008 F-TEC (TST7393) TAS 114 08-070133 08/04/2008 F-TEC (TST7393) TAS 114 08-050185 10/14/2008 F-TEC (TST7393) TAS 114 08-072805 02/16/2009 FM App (TST1867) FM 4470 3003617 12/20/1999 FM App (TST1867) FM 4470 3009026 06/18/2002 FM App (TST1867) FM 4470 3013861 03/28/2003 FM App (TST1867) FM 4470 3014692 08/05/2003 FM App (TST1867) FM 4470 3014955 01/22/2004 FM App (TST1867) FM 4470 3012721 02/11/2004 FM App (TST1867) FM 4470 3015029 02/19/2004 FM App (TST1867) FM 4470 3020588 03/24/2004 FM App (TST1867) FM 4470 3019881 03/20/2004 FM App (TST1867) FM 4470 3016068 04/02/2004 FM App (TST1867) FM 4470 3013861 05/21/2004 FM App (TST1867) FM 4470 3105578 05/12/2004 FM App (TST1867) FM 4470 3014955 01/28/2005 FM App (TST1867) FM 4470 3022136 03/17/2005 FM App (TST1867) FM 4470 3020681 09/01/2005 FM App (TST1867) FM 4470 3024051 03/28/2006 FM App (T5T1867) FM 4470 797-02093-267 04/26/2006 FM App (TST1867) FM 4470 3023458 07/18/2006 FM App (TST1867) FM 4470 3028039 09/11/2006 FM App (TST1867) FM 4470 3027159 10/03/2006 FM App (TST1867) FM 4470 3026149 02/05/2007 FM App (T5T1867) FM 4470 3026964 07/25/2007 FM App (TST1867) FM 4470 3028857 11/02/2007 FM App (TST1867) FM 4470 3030199 11/05/2007 FM App (TST1867) FM 4470 3030813 11/05/2007 FM App (TST1867) FM 4470 3031262 11/30/2007 FM App (TST1867) FM 4470 3030292 02/25/2008 FM App (TST1867) FM 4470 797-03825-267 07/21/2008 FM App (TST1867) FM 4470 3033314 08/26/2008 FM App (TST1867) FM 4470 3034749 10/16/2008 FM App (TST1867) FM 4470 3032856 11/24/2008 FM App (TST1867) FM 4470 3033135 11/24/2008 FM App (TST1867) FM 4470 3033862 12/24/2008 FM App (TST1867) FM 4470 3034394 02/27/2009 FM App (TST1867) FM 4470 3033121 04/13/2009 FM App (TST1867) FM 4470 3035300 05/06/2009 FM App (TST1867) FM 4470 3036614 06/09/2009 FM App (TST1867) FM 4470 3034310 06/15/2009 FM App (TST1867) FM 4470 3036141 08/10/2009 FM App (TST1867) FM 4470 3037820 04/30/2010 FM App (TST1867) FM 4470 797-059797-267 08/18/2010 FM App (TST1867) FM 4470 3038215 09/02/2010 FM App (TST1867) FM 4470 797-06003-267 11/11/2010 FM App (TST1867) FM 4470 3038318 12/10/2010 FM App (TST1867) FM 4470 797-06178-267 02/07/2011 FM App (TST1867) FM 4470 3040234 02/23/2011 FM App (TST1867) FM 4470 3040377 03/08/2011 FM App (T5T1867) FM 4470 3041685 03/24/2011 FM App (TST1867) FM 4470 797-06254-267 03/24/2011 FM App (TST1867) FM 4470 3041535 06/08/2011 FM App (TST1867) FM 4470 797-06537-267 06/13/2011 FM App (TST1867) FM 4470 797-06538-267 06/13/2011 FM App (TST1867) FM 4470 797-06894-267 11/02/2011 FM App (TST1867) FM 4470 3040377 03/08/2011 FM App (TST1867) FM 4470 797-07041-267 02/27/2012 FM App (TST1867) FM 4470 797-07183-267 03/01/2012 FM App (TST1867) FM 4470 3044506 03/28/2012 FM App (T5T1867) FM 4470 797-07331-267 04/13/2012 FM App (TST1867) FM 4470 3044862 05/11/2012 FM App (TST1867) FM 4470 797-07455-267 05/31/2012 Exterior Research and Design, LLC. Certificate of Authorization #9503 1INITY ERD Entity Exam Reference Date PRI (TST5878) Physicals GAF-425-02-01 11/11/2013 PRI (TST5878) Physicals GAF-462-02-02 11/18/2013 PRI (TST5878) FM 4474 GAF-457-02-02 01/20/2014 PRI (TST5878) FM 4474 GAF-457-02-04 01/24/2014 PRI (TST5878) FM 4474 GAF-457-02-06 01/24/2014 PRI (TST5878) FM 4474 GAF-457-02-07 01/24/2014 PRI (TST5878) FM 4474 GAF-457-02-08 01/24/2014 PRI (TST5878) Physicals GAF-423-02-01 01/27/2014 PRI (TST5878) Physicals GAF-426-02-01 01/27/2014 PRI (TST5878) Rupture GAF-435-02-01 ' 01/29/2014 PRI (TST5878) FM 4474 GAF-435-02-07 01/29/2014 PRI (TST5878) FM 4474 GAF-435-02-08 01/29/2014 PRI (T5T5878) FM 4474 GAF-435-02-09 01/29/2014 PRI (TST5878) FM 4474 GAF-435-02-10 01/29/2014 PRI (TST5878) FM 4474 GAF-435-02-11 01/29/2014 PRI (TST5878) FM 4474 GAF-506-02-08 03/06/2014 PRI (TST5878) FM 4474 GAF-506-02-10 03/06/2014 PRI (TST5878) FM 4474 GAF-510-02-02 04/08/2014 PRI (TST5878) FM 4474 GAF-510-02-04 04/08/2014 PRI (TST5878) FM 4474 GAF-510-02-05 04/08/2014 PRI (TST5878) FM 4474 GAF-511-02-02 04/08/2014 PRI (TST5878) FM 4474 GAF-506-02-12 04/14/2014 PRI (T5T5878) FM 4474 GAF-506-02-13 04/14/2014 PRI (TST5878) FM-4474 GAF-506-02-14 04/14/2014 PRI (TST5878) FM 4474 GAF-506-02-01 04/23/2014 PRI (T5T5878) FM 4474 GAF-514-02-01 05/12 2014 0 PRI (TST5878) FM 4474 GAF-514-02-03 • , /j014 PRI (TST5878) FM 4474 4F-5102;04 005, P/2014 PRI (TST5878) FM 4474 GAF.9(4-02•05 • •05/13/2014 PRI (TST5878) FM 4474 G4FiV4-Q07 • • 05/12�t014 PRI (T5T5878) FM 4474 GAF-51♦02-08 05712/2014 PRI (TST5878) FM 4474 WM42101 05f1'3/2014 • • PRI (TST5878) FM 4474 GAI•9el�62-03 •O6Li/2014 PRI (TST5878) FM 4474 dilSt6-Qf02 • •%6 0,0014 PRI (TST5878) FM 4474 GAF-525-02-02 06/23/2014 PRI (TST5878) FM 4474 G P j22-i)Z03 • • 2 / 014 PRI (TST5878) FM 4474 GAM146e42-09 •O7/01&014 PRI (TST5878) FM 4474 G iiggI jr10 , 07(01/2014 PRI (TST5878) FM 4474 C1.1AF-4011-01►11 07/01/2014 PRI (TST5878) FM 4474 GAF-524- 02 • Q7Il 1 2014 PRI (TST5878) FM 4474 ((1F-524 l2-03 • 07/01/2014 PRI (TST5878) FM 4474 GA6424-405 • Q7/%1/2014 PRI (TST5878) FM 4474 GAF-540-02-02 • 08r0602014 PRI (T5T5878) FM 4474 GAF-540-02-03 •158A/2014 PRI (TST5878) FM 4474 GAF-540-02-04 08/06/2014 PRI (TST5878) FM 4474 GAF-538-02-02 08/13/2014 PRI (TST5878) FM 4474 GAF-538-02-03 08/13/2014 PRI (TST5878) FM 4474 GAF-532-02-01 08/22/2014 PRI (TST5878) FM 4474 GAF-524-02-05 08/27/2014 PRI (TST5878) FM 4474 GAF-549-02-01 08/08/2014 PRI (TST5878) FM 4474 GAF-538-02-04 09/02/2014 PRI (TST5878) FM 4474 GAF-559-02-11 10/16/2014 PRI (TST5878) FM 4474 GAF-559-02-12 10/16/2014 PRI (TST5878) FM 4474 GAF-559-02-13 10/16/2014 PRI (TST5878) FM 4474 GAF-559-02-14 10/16/2014 PRI (TST5878) FM 4474 GAF-559-02-15 10/16/2014 PRI (TST5878) FM 4474 GAF-559-02-16 10/16/2014 PRI (TST5878) FM 4474 GAF-559-02-18 10/16/2014 PRI (TST5878) FM 4474 GAF-538-02-05 12/03/2014 PRI (TST5878) Physicals GAF-584-02-01 12/07/2015 PRI (TST5878) Physicals GAF-585-02-01 12/07/2015 PRI (TST5878) Physicals GAF-586-02-01 12/07/2015 UL,LLC(QUA9625) QA Inspect, R1306 (TX) 07/17/2015 UL,LLC(QUA9625) QA Inspect, R1306 (IN) 09/22/2015 UL,LLC(QUA9625) QA Inspect, R1306 (MA) 10/09/2015 UL,LLC(QUA9625) QA Inspect, R1306 (UT) 10/23/2015 • • • • • • • •• • • • • Evaluation Report 01506.12.13-1-R10 FL16730-R9 Revision 10: 04/11/2016 Page 3 of 5 QINITY ERD 4. PRODUCT DESCRIPTION: This Evaluation Report covers EverGuard® TPO Single -Ply Roof Membrane Systems installed in accordance with GAF published installation instructions and the Limitations / Conditions of Use herein. ➢ EverGuard. TPO membranes are nominal 45-mil (1.1 mm), 60-mil (1.52-mm) or 80-mil (2.0 mm) thick, internally reinforced thermoplastic polyolefin roof covers supplied. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. > EverGuard Extreme. TPO membranes are nominal 50-mil (1.27-mm), 60-mil (1.52-mm), 70-mil (1.8) or 80-mil (2.0 mm) thick, internally reinforced thermoplastic polyolefin roof covers supplied. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. > EverGuard. TPO FB Ultra membranes are nominal 45-mil (1.1 mm), 60-mil (1.52-mm) or 80-mil (2.0 mm) thick, internally reinforced thermoplastic (TPO) roof covers with a polyester fleece backing. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. ➢ EverGuard Extreme. TPO FB Ultra membranes are nominal 50-mil (1.27-mm), 60-mil (1.52-mm), 70-mil (1.8) or 80-mil (2.0 mm) thick, internally reinforced thermoplastic (TPO) roof covers with a polyester fleece backing. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. ➢ EverGuard Freedom"' TPO HW and EverGuard• Freedom"'' TPO with RapidSeam"' Technology membranes are nominal 45-mil (1.1 mm) or 60-mil (1.52-mm) thick, internally reinforced thermoplastic (TPO) roof cowers with a self -adhering backing. EverGuard® Freedom"' TPO HW laps are sealed using hot air welding.'•Gmertuard® Freedom"' TPO with RapidSeamt" Technology laps are self -adhering. The roof cover is•sslf-adhered to Approved •' • substrates. • • • • 5. LIMITATIONS: �••••� ••••• • • 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are,`h'any way,thieOesigne,•.••• of Record for any project on which this Evaluation Report, or previous versions ih'ereof, is0 Used for • • • • permitting or design guidance unless retained specifically for that purpose. ' • 5.2 Fire classification is not part of this Evaluation Report; refer to a current Approved:Rodfint Materials pirectory •• for fire ratings of this product. • • • 5.3 For steel deck installations, foam plastic insulation shall be separated from the buil l?hg fiterior•iti•,ctQrdance • with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. • • • 5.4 The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under TAS 114, Appendix J. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the AHJ. 5.5 Fastener spacing for mechanical attachment of insulation, anchor/base sheet or membrane is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed for 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 qualified design professional — may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or RAS 137. 5.5.1 If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. 5.6 For systems where specific lightweight insulating concrete is referenced, consult the current HVHZ product approval documentation for specific deck construction and limitations. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be for minimum 300 psi cellular material. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 01506.12.13-1-R10 FL16730-R9 Revision 10: 04/11/2016 Page 4 of 5 QINITY ERD 5.7 For recover installations, the existing roof shall be examined in accordance with FBC 1521. 5.8 Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137 by a qualified design professional. This extrapolation is not permitted for systems marked with an asterisk*. 5.9 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. 5.10 For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with TAS 124. 5.12 All products listed herein shall have quality assurance audit in accordance with the Florida Building Code and Florida Administrative Code Rule 61G20-3. 6. INSTALLATION: 6.1 EverGuard® TPO Single -Ply Roof Membrane Systems shall be installed in accordance with Oe•pvblished installation instructions, subject to the Limitations / Conditions of Use noted herein. '..' . . • 6.2 System attachment requirements for wind load resistance are set forth in Apperltthe .' •"MDPI = Maximum Design Pressure is the result of testing for wind load resistance based on allowable WlM1dads, and reflects tha ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per TAS 114 has afFgfidxbeen a)?illflet�. RefeP to FBC 1620 and RAS 128 for determination of design wind loads. • •" "" 6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, ri Nj ine shallpe•i:stallec�•••• running perpendicular to steel deck flutes. • • • • 7. QUALITY ASSURANCE ENTITY: • • • • • • • •• • • • • • • •• • UL, LLC — QUA9625; (847) 664-3281; k.chancellor@ul.com • • • • • • • • • - THE 76-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - . . ' Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 01506.12.13-1-R10 FL16730-R9 Revision 10: 04/11/2016 Page 5 of 5 QINITY ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table lA-1 1A-2 Deck Wood Wood Application New or Reroof (Tear -Off) New, Reroof (Tear -Off) or Recover Type A-2 A-2 Description Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover Page 5-7 8-9 1B Wood 1C Wood New, Reroof (Tear -Off) or Recover New, Reroof (Tear -Off) or Recover B-1 C-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover Mechanically Attached Insulation, Bonded Roof Cover 10 10 1D Wood lE Wood New, Reroof (Tear -Off) or Recover New, Reroof (Tear -Off) or Recover C-2 Plate -Bonded Roof Cover D-1 Insulated, Mechanically Attached Roof Cover 11 12 1F Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 12 1G Wood New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 13-15 2A-1 Steel or Conc. New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base insulation, Bonded Top Insulation, Bonded Roof Cover • • • • 16-20 2A-2 Steel or Conc. New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Base and Cep Ply • 34 • 2A-3 Steel or Conc. New, Reroof (Tear -Off) or Recover B-2 Mech. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insuaatip, Sonlad Roof Cover 22-23• 2B-1A Steel or Conc. New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover • • • • 24-f1• 2B-1B Steel or Conc. New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Base and Cap Ply • • • • • • 3g• • rs 2B-1C Steel or Conc. New, Reroof (Tear -Off) or Recover C-1A Thermal Barrier with Vapor Barrier, Mechanically Attached Insulat%rR bd•dsRoof Cover • • 33-37 • 28-2 Steel or Conc. New, Reroof (Tear -Off) or Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover • • • • • •-• • • •30-9910 • 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D-1 _ Insulated, Mechanically Attached Roof Cover • • • • • 40-41 • 2D Steel or Conc. New, Reroof (Tear -Off) or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover • • • • to • • • • • 11• 3A-1 Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover • • • • • • • *Milo • • 3A-2 Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Base and Cap Ply • • • • -'• • . - - • • � • 3B Concrete New, Reroof (Tear -Off) or Recover F Non -Insulated, Bonded Roof Cover 52, 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover • • • • 53 S4• 4B LWIC New or Reroof (Tear -Off) A-2 Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover• • • • • • •5• • 4C LWIC New, Reroof (Tear -Off) or Recover C-2 Plate -Bonded Roof Cover • • •� • • • • . 55 • 4D LWIC New, Reroof (Tear -Off) or Recover D-1 Insulated, Mechanically Attached Roof Cover • • • • 4E LWIC New or Reroof (Tear Off) E Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover • • • • • 57 • 4F . LWIC New or Reroof (Tear Off) + F Non -Insulated, Bonded Roof Cover • • • 58-59 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 60 5B CWF New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 6B Gypsum Reroof (Tear -Off) A-2 Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6C Gypsum Reroof (Tear -Off) B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6D Gypsum Reroof (Tear -Off) C-1 Mechanically Attached Insulation, Bonded Roof Cover 6E Gypsum Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover { 60 61-62 63 63-65 66 66 67-74 7B Wood or Steel Recover C-2 Plate -Bonded Roof Cover 75 7C Steel Recover D-1 Insulated, Mechanically Attached Roof Cover 76 7D Various Recover Non -Insulated, Bonded Roof Cover 76 Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization a9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 01506.12.13-1-R10 for FL16730-R9 Revision 10: 04/11/2016 Appendix 1, Page 1 of 76 I1INITf ERD The following notes apply to the systems outlined herein: 1. The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under TAS 114, Appendix J. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the AH.I. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: > Wood Deck: Drill-Tec #12 Fastener or Drill-Tec #14 Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP 35. Min. 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. • Steel Deck: Drill-Tec #12 Fastener, Drill-Tec #14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation only). Minimum 0.75-inch steel penetration, engage the top flute of the steel deck. > Concrete Deck: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Platy (FTh er Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation only) or Drill-Tec Heavy Duty ASAP 3S. Minimum 1rt5-inchembedment. "Fasteners install lyyJ1 • pilot hole in accordance with the fastener manufacturer's published installation instructions. • • • • • • • • • • 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum-bbwtrnf,oard or RiinRal wAol roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when instated with the roof cover. Refer to GAF published installation instructions for details and requirements regarding the use of FBC HVHZ approved polystyrene insulation in Ev��erGuartt• roofing systeriis: •• • Insulation: High Traffic Aoolicatlons: Recover Applleatlon • S. • • • • • • • • > FBC HVHZ approved Expaned polystyrene (EPS) meeting or > FBC HVHZ approved Extruded polystyrene (XPS) meeting or > FBC HVHZ **AM XPS Fan-Fol•Se•oeer Board wall, *016 exceeding TAS 110 and ASTM C578, Type IX, nominal 1.8 Ib/ft2 exceeding TAS 110 and ASTM C578, Type IV, minimum 1-inch facer meejjrotjf eicceding TAS 1.10 and ASTM C578, Type IV, • density and minimum 25 psi compressive strength. thick and minimum 25 psi compressive strength. 3/8-inch thick and migrimum 25 yr conir!seive streng114! • • • > FBC HVHZ approved Expanded polystyrene (EPS) with plastic > FBC HVHZ approved Expanded polystyrene (EPS) with plastic > FBC HVHZ•AprTRAl EPS Recover•Bfaard Meeting orer•E+ir{• facer meeting or exceeding TAS 110 and ASTM C578, Type IX, facer meeting or exceeding TAS 110 and ASTM C578, Type IX, TAS 110 aed 4T64,178, Type IX, 1/2-inch thick and minimum 16 nominal 1.8 Ib/ft2 density and minimum 25 psi compressive minimum 1-inch thick and minimum 25 psi compressive strength. psi compressive errer�rth. • strength. > FBC HVHZ approvet EPS Retver BdRrd with plssec•f c•r• meeting ce exceedipg TM 110 >rycil'AZ'C378, Type 14, 1/2-inch• thick and prinimgtn 20 psi compressive strength. •• • •• • • • TOPCOAT. FireOut" Fire Barrier Coating, VersaShield• Fire -Resistant Roof Deck Protection or VersaShield• Solo'" Fire -Resistant Slip Sheet, installed in acccfjlin!e•LAith GAF published installation instructions and fire resistance certification listings, may be used as a non -load -bearing, fire -barrier / slip -sheet component within any system outlined herein. 4. If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. 5. Preliminary insulation attachment for System Type C-2 and D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. > Hot Asphalt (HA): Full mopping, 25-30 lbs/square. > LRF Adhesive M (LRF-M): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. > OlyBond Adhesive Fastener (Classic): Full coverage, 1 gal/square. • OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. using PaceCart or SpotShot. Note: OlyBond Classic or OlyBond 500 Green may be used where OlyBond 500 is referenced. Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization e9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report 01506.12.13-1-R10 for FL16730-R9 Revision 10: 04/11/2016 Appendix 1, Page 2 of 76 Q-TPRINITY ERD GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3.5-inch ribbons, 12-inch o.c. Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered. • Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table. > Hot Asphalt (HA): MDP = -240.0 psf (Min. 0.5-inch thick) = LRF Adhesive M (LRF-M): > OlyBond 500 (0B500): OlyBond 500 (08500): > OlyBond 500 (08500): > GAF 2-Part Roofing Adhesive (GAF 2-Part): -232.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard Ultra) -315.0 psf (Min. 0.5-inch thick EnergyGuard RH or RN) -487.5 psf (Min. 0.5-inch thick EnergyGuard RA) -292.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard Ultra) • • • • • • -117.5 psf (Min. 1.0-inch thick) • •• • • • • 8. Bonded polyisocyanurate anurate insulation boards shall be maximum 4 x 4 ft. • •• • • • 9. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increi , jiiplculated:n eopiplrance with,I pgfig • Application Standard RAS 117 and/or RAS 137 by a qualified design professional. *This extrapolation is not permitted for systems marked with an asterisk'. • • • 10. For assemblies marked with an asterisk', the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners)orteltht* • rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended cgrlidis/.• • • • • • • • • • 11. Fastener spacing for mechanical attachment is based on a minimum fastener resistance value in conjunction with the maximum design pressuretIAOP7listed for a sQdti}1c•system. • fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing - prepared, signed and sewed `y angsralified desg• professional -4.ra4be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calouelortiR compliance with i,ofing Appl jeitiprk, Standard RAS 117 or RAS 137. • • 12. For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting ppolect Jestgn pressures on its' own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with TAS 124. • • • • MDP= MDP = MDP = MDP = MDP 13. For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. • • • • • 14. For recover installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type C-2 or oniony System Type D,t%e irtulation is dptional. • Alternatively, a separator board may be installed prior to roof cover installation when using System Type C-2 or any System Type D or a separator sheet may be mgtallet.prior to roof cover installation when using any System Type D. The separator component shall be documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. ' • Seoarator Board Ootions for Recover System Tvoe C-2 or System Tvoe D: Min. 0.5-inch EnergyGuard Min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polyiso Insulation or EnergyGuard HD Plus Polyiso Insulation, or min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board. > 5eoarator Sheet Options for Recover System Tvoe D: EverGuard Polymat Separation Layer (3 oz/yd2) or EverGuard Polymat Cushioning Layer (6 oz/yd2). 15. For systems where specific lightweight insulating concrete (LWIC) is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. 16. Side laps for EverGuard Freedom TPO with RapidSeam Technology are self -adhering. Side laps for EverGuard Freedom TPO HW are heat welded. Unless otherwise noted, reference to i EverGuard Freedom TPO in this Appendix relates to either method. Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization 69503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 01506.12.13-1-Rlo for FL16730-R9 Revision 10: 04/11/2016 Appendix 1, Page 3 of 76 TRINITY ERD 17. For adhesive -applied membrane systems, side laps shall be minimum 3-inch wide sealed with min. 1.5-inch heat weld. Unless otherwise noted, membrane adhesive application rates are as follows: Membrane Adhesive Method Rate EverGuard TPO EverGuard TPO.1121 Bonding Adhesive (N1121) Contact (both sides) 0.8 to 1.0 gal/square/surface. For use over SECUROCK Gypsum -Fiber Roof Board, the application rate changes to 1.2 to 1.67 gal/sq/surface EverGuard TPO EverGuard WB181 Bonding Adhesive (WB181) Contact (both sides) To polyisocyanurate or Structodek High Density Fiberboard Roof Insulation, Fiber Base HD1 or Fiber Base HD6 • at 0.63 gal/square and roof cover underside at 0.21 gal/square. To Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board at 0.63 to 0.75 gal/square and roof cover underside at 0.21 to 0.25 gal/square EverGuard TPO EverGuard Low VOC TPO Bonding Adhesive (L- VOC) Contact (both sides) 0.46 gal/square/surface i •••• - EverGuard TPO EverGuard TPO 3 Square Low VOC Bonding Adhesive (TPO 3-Square) Contact (both sides) • • 0.84 gal/square/surface • • • • • • • • • • „ • EverGuard TPO FB Ultra Hot asphalt Wet lay (substrate) 25 lbs/square • _ • , • • • e EverGuard TPO FB Ultra EverGuard WB181 Bonding Adhesive (WB181) Wet lay (substrate) 0.83 to 1.0 gal/square • • • l • EverGuard TPO FB UltraO GAF LRF Adhesive M (LRF-M) or LRF Adhesive (LRF-0) Wet lay (substrate) 1-inch wide ribbons spaced as noted in tables herein. Noleifttel!h$sive ribbons are Ibcated directly fir• • 1 the adhesive ribbons used to secure the insulation when thsc9vvr s bonded to ingr&ttpg less than 1. inch thick. • • • • EverGuard TPO FB Ultra GAF 2-Part Roofing Adhesive (GAF 2-Part) Wet lay (substrate) "Spatter pattern" at 3.75 lbs/sq. • • • • • • . • •• •• •• • 1 18. The "Triposite Roofing System" noted herein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt-3p 4e iv;) (2) plies ofiltybtiefpid 20 Smoot1Tt • • • • • • three (3) plies of GAFGLAS FlexPly 6, followed by asphalt -applied 80-mil EverGuard TPO FB Ultra with 1-5/8" heat welded side laps. • • • • • • • • 19. Unless otherwise noted, the "Hybrid Roofing System" noted herein consists of asphalt -applied Ruberoid 20 Smooth, Ruberoid Mop Smooth,•RiblemoitliMop'Smooth 15, GAFGLAS #75 BAS % Sheet, Tri-Ply #75 Base Sheet or GAFGLAS #80 Ultima Base Sheet followed by asphalt -applied EverGuard TPO FB Ultra. • • • 20. EverGuard Extreme TPO may be used as an alternate to EverGuard TPO. EverGuard Extreme TPO FB Ultra may be used as an alternate to EverGdard TPQ FB Ultra. • • • 21. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC (HVHZ) 1620571 RAS:28 for detpjQ1inVion of dest4i wino loads. • • • Exterior Research and Design, LLC d/b/a TrinitylERD Certificate of Authorization K9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 01506.12.13-1-R10 for FL16730-R9 Revision 10: 04/11/2016 Appendix 1, Page 4 of 76 UDTRINITY ERD TABLE 1E: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) Oft RECOVER SYSTEM TYPE D-1: MECHANICALLY ATTACHED ROOF COVER System No. Deck (See Note 1) Insulation Roof Cover MOP Type Attach Membrane Fasteners Attachment W-40 Min. 19/32-inch plywood or wood plank 24'spans; Bd common nails 6" o.c. (Optional) One or more layers, any combination Prelim. attached EverGuard TPO Drill-Tec #14 Fastener with Drill-Tec 2 in. Double Barbed XHD Plates Fastened 6-Inch o.c. within 5.5-inch wide laps spaced 114.5-inch o.c. and sealed with a 1.75-Inch heat weld. -45.0 W�1' Min. 19/32-inch plywood or wood plank; 24" spans; 8d common nails 6" o.c. (Optional) One or more layers, any combination Prelim. attached EverGuard TPO Drill-Tec e14 Fastener with Drill-Tec 21n. Double Barbed XHD Plates Fastened 6-inch o.c. within 5-inch wide laps spaced 55-inch o.c. and sealed with a 1.75-inch heat weld. -52.5 •••• TABLE 1F: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER • • •••• • SYSTEM TYPE D-2: INSULATED, MECHANICALLYATTACHED BASE SHEET, BONDED ROOF COVER • • • • • • • • •• System No. Deck (See Note 1) Insulation Layers) Base or Andior Sheet `Ko•fr ' - � / •-� a PsTI ♦ 4 Type Attack Base Fasteners Attadr • W-42. Min. 19/32-inch• plywood; 24" spans; 8d ring shank nails, 6" o.c. at edges and 6" o.c. at Intermediate supports One or more layers, - any combination Loose -laid GAF StormSafe Anchor Sheet (Max. 48-inch wide) Drill-Tec e14 Fastener with Drill- Tec 3" Steel Plate or Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) • • • • • 18-inch o.c. at min. 4-inch lap and 18-Inch o.c. at tireAtaually spaced, staggered !Enter rows • EverGu r om TPO /fie adhere •••• 4 •35.0" 4 W-43. Min. 19/32-inch plywood; 24" spans; 8d ring shank nails, 6" o.c. at edges and 6' o.c. at intermediate supports One or more layers, any combination Loose -laid GAF StormSafe Anchor Sheet (Max. 48-inch wide) Drill-Tec #14 Fastener with Drill- Tec 3 In. Ribbed Galvalume Plate (Flat) •••• 8-inch o.c. at min. 4-inch lap and 8-inch o.c. at two, •pfARy • • spaced, staggered cegtAF • - EverGuirom TPO /•eead•laerei • • • t • • • Exterior Research and Design, LLC. d/b/a Trinity(ERD Certificate of Authorization e9503 Prepared by: Robert Nieminen, PE-59166 • • • • • • • • • • •• • • • • • • • • •• • • Evaluation Report 01506.12.13-1-R10 for FL16730-R9 Revision 10: 04/11/2016 Appendix 1, Page 12 of 76 Membrane: — "EverGuard® WO" 45-mil to 80-mil or "EverGuard Extreme® TPO" 50-mil to 80-mil, mechanically fastened. 9. Dedc: C-15/32 Incline: 3/4 Slip Sheet: — Two plies "VersaShield® Sob" Fire Resistant Slipsheet", mechanically fastened. Insulation: — "EnergyGuard'"" or "EnergyGuard" Ultra" or "EnergyGuard"" RA" or "EnergyGuard" RN" or "EnergyGuard" RH" or "EnergyGuard" RF" or "EnergyGuard" RM", any thickness or any UL classified wood fiber board, mechanically fastened. Cover Board (Optional): — 1/2-in. thick "EnergyGuard" HD" or 1/2-in. thick "EnergyGuard" HD Pius", mechanically fastened. Membrane: — "EverGuard® TPO" 45-mi1 to 80-mil or "EverGuard Extreme® TPO" 50-mil to 80-mil, mechanically fastened. 10. Dedc: C-15/32 Incline: 1/2 Slip Sheet: — Two plies "VersaShield® Fire -Resistant Roof Deck Protection" or one ply "VersaShield® Sob" Fire Resistant Slipsheet", mechanically fastened. Insulation: — "EnergyGuard"" or "EnergyGuard" RF" or "EnergyGuard" Ultra" or "EnergyGuard" RA" or "EnergyGuard" RN" or "EnergyGuard" RH" or "EnergyGuard" RM", any thickness or any UL classified wood fiber board, mechanically fastened. Cover Board (Optional): — thick "EnergyGuard" HD" or 'h-in. thick "EnergyGuard" HD Plus", mechanically fastened. Membrane: — "EverGuard® TPO" 45-mil to 80-m0 or "EverGuard Extreme® TPO" 50-mil to 80-m0, mechanically fastened. ' 11. Deleted. 12. Deleted. 14. Dedc: C-15/32 Incline: Unlimited Slip Sheet: — One or more plies "VersaShield® Sob" Fire Resistant Slipsheet", mechanically fastened. Insulation: — Any UL Classified, any thickness, any combination, one or more layers (except EPS and wood fiberboard), mechanically fastened. Membrane: — Any UL Classified GAF or Duro-Last Inc. mechanically fastened (membrane must be currently Certified for use over the insulation used. Actual incline is determined by the membrane/insulation Certification. This Certification is only for use with ge/Acipr Duro-Last Inc. TPO membranes). • • • • • • • • • •• • •• • • • • • • • •• • • • Insulation: — Polystyrene or EPS or beadboard, any thickness, mechanically fastened. Slip Sheet: — One ply "VersaShield® Fire -Resistant Roof Deck Protection" or two plies "VersaShield® sd184''Fye Resistant•S•Iipsheet"" mechanically fastened. S... • • • • • • Membrane: — Any UL Classified (membrane must be currently Classified for use over the insulation used1 Aetti l inclin .B tl:i4/mined 15? • • • the existing membrane/insulation Classification), mechanically fastened. • • • • • • • • • 16. Deleted. 17. Deleted. 18. Dedc: NC Incline: 2 • • • • • • • • • • • • • • • • •• • •• • • • • • • •S. • Membrane: — "EverGuard® TPO FB Ultra" 45-mII to 80-mil or "EverGuard Extreme® TPO FB Ultra" 50-mil to 80-mil, mechanically 19. Dedc: C-15/32 Indine: 21 Slip Sheet: — One or more plies "VersaShield® Sob" Fire Resistant Slipsheet" mechanically fastened. Membrane: — 45 to 60 mil "EverGuard® TPO" or "EverGuard® Extreme® TPO" mechanically attached. r . - Slip Sheet: — One or more plies "VersaShield® Sob" Fire Resistant Slipsheet" mechanically fastened. Membrane: — 80-mil "EverGuard® TPO" or "EverGuard® Extreme® TPO", mechanically attached. 21. Dedc: C-15/32 Indine: Unlimited, See Note 1 Shp Sheet: — One or more plies "VersaShield® Sob" Fire Resistant Slipsheet" mechanically fastened. Membrane: — Any UL Certified GAF or Duro-Last Inc. TPO mechanically fastened Note 1: Certification and maximum incline will be the same as that of the Certified GAF or Duro-Last Inc. Roofing System (TGFU) currently limited to noncombustible roof deck. This listing is only for use with GAF or Duro-Last Inc. TPO membranes. 22. Dedc: C-15/32 Indine: 1/2 Insulation: — "Minimum 3-in. thick "EnergyGuard" Ultra" mechanically fastened with butt joints in the insulation staggered a minimum of 12-in. from butt joints in plywood roof deck. Membrane: — "EverGuard® TPO" 45-mil to 80-mil or "EverGuard® Extreme" TPO" 50-mil to 80-mil mechanically fastened. Class B - Mechanically Fastened 1. Dedc: NC Indine: Unlimited MIAMF COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.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, mptfy, pr suspend the use of such product or material within their jurisdiction. RER reserves the right:•to revoke thisWeeptancer, if it is determined by Miami -Dade County Product Control Section that this product or material faits to n+ee! 1ho requirements of the applicable building code. • • • Thisproduct is approved as described herein, and has been designed to comply with the Florida ,uilding Code including the High Velocity Hurricane Zone of the Florida Building Code. ,. • • • • • • DESCRIPTION: Barcelona 900 Concrete Roof Tile •. :•:: :: • • • • • • • • • • : LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, : ity, gate annl•fdfawing • 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 No.12-0222.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL Category, Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Barcelona 900 Length = 17" TAS 112 Width = 13" Type —1 a '''A" thick ' Trim Pieces Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies MIAMI DADE COUNTY APPROVED TAS-112 Test Identifier 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631-01 Product Description High profile, interlocking, one-piece, 'S' shaped, high-pressure extruded concrete rpb'ftfle equipped with three Lail.lieles. Fordrect deck or battened nail -on, mhargically:tasteped, mortar set or adhesiv.e,s,Applications. ....• .... • Accessory trim, boosted8arcelot co Crete roof pieces for use arhjtfg takes, ritl'gs.and valley terminations tti'dntlfactured tbi. each tile profile. . . . . . . • .. .. . . • . .. • • • .. . Test Name/Report Date Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Wind Tunnel Testing Dec. 1991 TAS 108(Nail-On) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) . NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 2 of 7 Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida IC-1320-94 25-7688-3 25-7688-10 25-7688-5 Physical Properties TAS 112 TAS 101 (Adhesive Set) TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) 25-7688-4 Static Uplift Testing TAS 102 (4" Headlap, Nails, Clips) 520111-3 Static Uplift Testing 520191-2-1 TAS 101 Calculations Aerodynamic Multiplier Evaluation Restoring Moments Due to Calculations Gravity RT0617.03-16 TAS 112 06/29/16 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. • 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance Nyitb.TAS 10( my • required, refer to applicable ng 3.3 Applicant shall retain the services) of a Miami -Dade County Certified Laboratory•toper€orm cree d.), testis:.. • accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Department of Regu+atory and Economic Development — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Apptcations StanclardcJisted• • section 4.1 herein. • • •• • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope'Iyl1Lgs 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. . . . . . •. . .. . . .... Feb. 1995 June 1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 09/01/16 09/01/16 • • • • . • . MIAMFDADE COUNTY APPROVED . .. . . • .. . . . . • .• • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 3 of 7 . 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A (ft') Tile Profile A (to Batten Application A (ft') Direct Deck Application Barcelona 900 0.286 0.301 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) .... Tile Profile 2":12" 3":12" 4":12" 5":12" 6",12,•. •• • ••74:4'2" :•amester or••• Direct • Deck• Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Batten%, J itect ..Deck Batteps ,,•• 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 5.92 ' ..6.60 5.76.' 6.42.. .. • •. ... .. Table 4: Attachment Resistance Expressed as a Moment - MI ft1bf) • • ; • • • for Mechanically Attached Systems . .. ' Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct ppeck (min'19/32" plywood) • "Battens • • • ,••,•, • " ' Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 • •• .• • •• Table 5: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 I Installation with a 4" tile headlap and fasteners are located a min. of 2%" from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mr (ft-lbf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive' 29.32 1 See manufactures component approval for installation requirements. 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddy 8 grams. Table 7: Attachment Resistance Expressed as a Moment - M=(ft Ibf) • • • • • • for Single Paddy Adhesive Set Systems • • • • '• • .• • . •. • Tile Profile Tile Application A iltigium Attachment • . • • Resistance : • • • ., • Barcelona 900 ICP Adhesives Polyset AH-160 - - - �' --.- 66. '.. • • . ICP Adhesives Polyset AH-160 •. •.. • 38.. • •: • ••• • • • 3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhes'ves.I olyset AH-160. 4 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP AdhesSres'Pdlyset AH-160. • .. . •I Table 8: Attachment Resistance Expressed as a Moment - for Mortar Set Systems Mf fft-Ibf) . • • • •. • • • Attachment Resistance Tile Profile Tile Application Barcelona 900 Mortar Sets 24.5 6 See specific mortar manufacturers Notice of Acceptance MIAMFDADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 5 of 7 . •• 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code rapi• der to • properly evaluate the installation of this system. .. •. • MIAMI-DADE COUNTY APPROVED . . . .... .... . . . . .... .... • • .. .. .... ., . . ▪ • . • • • • . • .. .. . .. • • • • .. NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 6 of 7 PROFILE DRAWING NAIL HOLES 17" UNDERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI.DADE COUNTY APPROVED . . . . . .. . . ... • • . .... . • • .... .... . . • . • .... .... . . .. .. . . . • .. .. . .... . . . • • . . .. . • • • .. NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having 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 tlairtcteptance, 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/economy if it is determined by Miami -Dade County Product Control Section that this product or matorial.fail•s to inter The requirements of the applicable building code. • •• •• •• This product is approved as described herein, and has been designed to comply with the Flvrid8 wilding Code . • including the High Velocity Hurricane Zone of the Florida Building Code. .... .... . •. . •••• ••S• DESCRIPTION: BORAL TileSeal •. .. •••• . • . .. • . .• • . 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 hereil}. • . . • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been 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 renewes NOA#13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino MIAMI-DADE COUNTY APPROVED NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 . ROOFING COMPONENT APPROVAL Cateeorv: Sub-Cateeorv: Material: Roofing Underlayment SBS PRODUCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36" x 36' rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test A2encv, Underwriters Laboratories, Inc. IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. MIAMI•DADE COUNTY APPROVED Test Product Specification Description TAS 103 SBS self -adhering asphalt sheet material with a ASTM D 1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Identifier R14610 02-012 NEI-006-02-01 NEI-008-02-01 NEI-045-02-01 NEI-053-02-01 NEI-076-02-01 NEI-034-02-02 • • • . Test Name/Report • • • Follow up Service TAS 103 TAS 103 TAS 114 (H) ASTM D 4798 & ASTM 1 S5 ASTM D 4798 & ASTM 155, TAS 103 / ASTM D4798• • ASTM D 1970 • • • • • . .• •• .••• • • .... • ate • .03/28/02„ . • •28/02' .... J•f • • /01 /02. • • • 07/30/0Z • 08/08/0% • • • • .• • 05/01/0S. .••.0'2'14/1r • • C1/29/13 NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 2 of 4 • APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: Surfacing: MIAMI•DADE COUNTY APPROVED One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallefto the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6'; o.c. at t))u $jde laps •, • No nails or tin caps shall be exposed. .. . .. •. • Approved for Approved Adhesive Set Roof Tile Systems, Mechanical* Fastened Roof Tile, • • Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblfe%. • • • • • . •• .... •••• .• •• • .•• •• • • • • .• • . • . • • • .. . •. • . • • . .. . NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for 'longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptancq.,, J BORAL TileSeal underlayment is not listed, a request may be made to the Authority Havinf Jurisdiction441) or the.... Miami -Dade County Product Control Department for approval provided that appropriate dornmontation is • provided to detail compatibility of the products, wind uplift resistance, and fire testing fc5tl=tt' • ` • • •10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any locZsg,cecking awls. Swoop • • • the deck thoroughly to remove any dust and debris prior to application. . • • 11. When applying the membrane in the valley, start at the low point and work to the high paintr, dolling till rn1embrane, • • • from the center outward in both directions. For ridge applications, center the membrAlle'and roll fftfln the cent&t' •: • outward in both directions. . •. . '. •r 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving • spetfaM'aftt'cntion,to overlap areas. • • • • • .• . 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current PM:tat Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below MIAMI-DADE COUNTY APPROVED END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED } NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 4 of 4 • . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.gov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. .... • . •••• This product is approved as described herein, and has been designed to comply with fhe. Flarida 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 ti• c! fellowirtg • •: • 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 ankt.1 er1 has 1i .en no chan e... in the applicable building code negatively affecting the performance of this product. • • • . • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1of11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 Dimensions Test Specifications Product Description N/A TAS 101 Two component polyurethane foam adhesive N/A Dispensing Equipment N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: • . • • . ... .... • • .... .. . •.• • . • . .... •••• . • • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NON Which list'athchmeni • • • . resistance value with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. . . MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • . . • . • . • . . .. . Results . • . ...... • • • . 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Fte 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMFDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 • EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering #94-060 257818-1 PA 25-7438-3 25-7438-4 25-7438-7 25-7492 Miles Laboratories NB-589-631 Polymers Division Ramtech Laboratories, Inc. 9637-92 Southwest Research Institute 01-6743-011 01-6739-062b[1] Trinity Engineering 7050.02.96-1 P36700.04.12 P39740.02.12 Celotex Corp. Testing Services 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report Date TAS 101 04/08/94 TAS 101 12/16/96 SSTD 11-93 10/25/95 SSTD 11-93 11/02/95 SSTD 11-93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 TAS 114 03/14/96 ASTM D 1623 04/18/12 TAS 101 02/21/12 TAS 123 •.•. • . • •... TAS 101 • • .' . IA/23498 . .. • TAS 101 ." ▪ 12/213798 .... •.. • .•.. . . •. •• • ..• .. • . . . • •• TAS 101 • •. 41/049• • .'• • • • • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 . INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 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 RTF 1000 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 4fter ICP adhesives • Polyset® AH-160 has been dispensed. •' . S. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in acc,erd uce with the • 'Placement Details' herein. Each generic tile profile requires the specific placement notedherein. • • • •• • .... .... • • MIAMFDADE COUNTY APPROVED .... • • • • • S. •• •• • • • • • • • • • • • •• • • •• • , S. • • • • • • 1 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 r 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•n,axking of the • •' manufacturer's name or logo and following statement: "Miami -Dade County Product Contro4 APproved" or the Miami~ Dade County Product Control Seal as shown below. MIAMIOADE COUNTY kPPROYN BUILDING PERMIT REQUIREMENTS: • • • • • • • • • • • • •• •• • • • •••• • • • • • • • • • • • i • • •• • • • • • • • • • •• • • • As required by the Building Official or applicable building code in order to properly evaluate heL stallatlgq • of this : • system. ' • •' •' MIAMI.DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 Nall through plastic cement 'when required) MIAMI-DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 'mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 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 position 1 s shown under the pan portion of the tile clos8St tq.the overlock of the tile beirigsel.: .. •. • • •• 2. Continue in same manner.•It►stire approximately (109.7 cm2) — 23 (148.4.Cfii74quare.ifiLfl'a lhesivt • contact with the underside of the tile. • • • • • . •. .. . ▪ . .... • . .. . • . . • . •• .. ..• . •. • ••. High Profile / Single Pan Tile • • • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement *hers ►ew,iredi 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 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 Pail Ti/8. "" • •• • •• • • • •• • • •1. Starting at the eave course+max a minimum 2" (5(1.8 mm) x 10" (254 mm) x 1" (�,5.4 mm) foapaddy . onto the underlayment poitiot►e8 as sh'oilirm under thta • • • pan portion of the tile closesbbthe overleek of the tile being set. Insure approximately 17 (109.7Scm2).. • 23 (148.4 cm2) square incl; atlae$ive contact with the underside of the tile. ' • • • • 2. At the second course, apply a minimunt V; •(650.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 • 4 1 s Nall through ptastic co (when moulted) Und rtayrn.n! MIAMI-DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam 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 file . Medium Profile Tile MIAMI•DADE COUNTY APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (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 cm2i gi adhesive contact with the underside otthe • . . .. • . •• . . . . . • • ,• •• (Instructions continued on ftai pttge) • •••• •••• . . .... .... . • •••• . . . .• . . • . I. • . • • . . • • •• . .. . • . • . • . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Profile TOD MIAMIQADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x' " (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm) - 11 (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. • • • • •••• • • • • •• • •• a • • • • • • •• • • • • •••• •••• • • • • a • ••.• •••• •••• • • • • • •• •. •• • •• • • • • • • • • • • • • • • • • • •• • •• • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10of11 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 die. Ensure 20 to 25 sq. In. contact area. Underlayment Eave closure (motar shown) Weephole Fascia Board Steep pitch applications (when required) Sheathing Remove top portion of the cave course cover tile. Abut to second course of pan tiles. Ensure cave end of pan and cover tiles are flush at cave 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. Iteme approximately 3/4" (1.9 mig) to 1"•( •4fim) from the outside edge' a thee'tile, iaward•, free of . • • foam to allow for expansion. •• • • • a . 4. Turn cover tile over at'f ram is appltr j and • • place onto pan tile coufs ' ¶nsure a htiflmum of':". 20 (129 cm2) - 25 (1613 cg) square wi h contact area on each .i i o the cover file to the pan tile. Continue in lame njanner•Trity away any cured exposed foam adhesive.'dihtitg of longitudinal edges ofike cover tiles are. • considered optional. C C • • . . .. • 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 •