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RF-20-615t Rf-o3-20-loll, i Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 STATEMENT OF INSPECTION REPORT COVID-19 This report is to be use for Building Code inspections during the Miami Shores Village inspection limitation due to the COVID-19 Emergency Period. The limitation is effective April 6, 2020 through May 1, 2020 and may only be extended upon further notice by the Building Official. This notice does not set forth procedures for Fire Code, DERM, and Health Department inspections. This report shall be provided via email to silveraa(@Msvfl gov ortoalvarers@msvfl.gov.An original copy should be submitted to the inspector once regular inspection services resume. PERMIT �F- OS a0 —rv(_S JOB ADDRESS o Z- /3C-3 (C)o �� S The following inspection for the above permit were performed and signed by the below design professional. Inspection Inspection Disposition Comments: D to Type* (A. ) or P1 " ©le- L�l f ry �rsS o (�F►�t- * y e of inspectio listed on the permit card. Disposition Legend: A= Approved D= Denied P= Partial approval have read the procedures for building code inspections during the COVID-19 Emergency Period. Having performed the above required inspections, I hereby attest that to the best of my knowledge, belief and professional judgment, the components of the construction are in compliance with the approved plans and other documents covered by the above referenced permit, as well as the provisions of all applicable laws and technical codes. I am not the permit holder. Additionally, I hold no financial interest in the construction. 1 acknowledge that the Miami Shores Village Building Department will rely on the truth and accuracy of`os%AthW"pt. I hereby certify that I hold the appropriate license and certification to perform dt t .G Engine_et�or Ar e- -, -� fe, SignatAe:- , License l ,'; �. C . I Phone No. 7 30E. 51 Addres Q F P,5' 'i3a' ��,,, Asp L NA i''�in�4k- ````. Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:03/31/2020 Location Address Parcel Number 82 NW 100TH TER, Miami Shores, FL 33150 1131010180360 Contacts Permit No.: Rf-03-20-615 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 09/28/2020 ASSI SILES Owner 82100 TER AMADOR ROOFING CORP Contractor RICHARD AMADOR 7687 W 18 LN, HIALEAH, FL 33014 Business: 3055275524 ISA@DVGBUILDERS.COM Description: NEW INSTALLATION OF ROOF Valuation: $ 9,900,00 Inspection Requests: FLAT/TILE 305-762-4949 VILLA 900-TO MATCH EXISTING HOUSE = CHAMPAGNE TotalSq Feet: 891.00 Fees Amount CCF $6.00 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $2.00 Roofing Fee $250.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $279.50 Building Department Copy Payments Date Paid Amt Paid Total Fees $279.50 Credit Card 03/31/2020 $279.50 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations 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 -York will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named corntr�tor to oe work stated. Authorized Signature: Owner / Applicant / Contractor Agent �Z Dde 7 March 31, 2020 Page 2 of 2 Miami Shores Villa e \ g �,✓ 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 ❑ ROOFING ozoz o � �dw Q� FBC 201-:)t- Master Permit No. It 0 5 17 )',-' l Sub Permit No. F " o-7 2o ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑ PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION [:]SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: — 210 01 0 Jff6 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: 014 Flood Zone: BFE: FFE: OWNER: Name (Fee Si Ie Titleholder): A�515-Ally Phone#:X ? 13 Address: M A/W UV IN' _r" City: State: ��— Tenant/Lessee Name: Email: ^331 S 0 CONTRACTOR: Company Name: A0k 960 I'n Phone#: Address: 733-7 ► 1A/ 'vg{ 5t City: JMt,...A State: �- Zip: �i71 tY� Qualifier Name:CEEhon 52 State Certification or Registration #: �� ��?'I I 0 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: (� h City: State: +Zip: Clalue of Work for this Permit: $ - I I I V 0 Square/Linear Footage of Work: l Type of Work: ❑ Addition ❑ Alteration rKI New ❑ Repair/Replace ❑ Demolition Description of Work: -�(/� G� ©^ cvse M0, CID _ R Specify color o color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ ` t ' ' 9y Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement 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 su stud notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature 4�11/v 0 or AGENT CONTRACTOR The foregoing instrument was ac nowledged before me this The foregoing instrument was acknowledged before me this Zd day of / - Vl`�ITA 20 ?�QJ by 20 day of a�� 20 20 by SS 1 S I le S who is personally known to fit ,� who is personally known to me or who has produced p. L as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: e z Print: A 401 /410re J, I Print: �i ) Seal: RAFAELAMORETTI Seal: FE MY COMMISSION # GG 281348EXPIRES: December3,2022 %;�OF F��•' Bonded Thru Notary blic Underwriters ********** *****r**********s*** APPROVED BY t/V Plans Examiner Structural Review RAFAELAMORETTI MY COMMISSION # GG 281348 EXPIRES: December 3, 2022 Bonded Thru Not<:ry Public Underwriters Zoning Clerk (Revised02/24/2014) 3 gwonFs SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2• Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403, (The roof deck is usually concealed prior to removing the existing roof system). 4. S Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance, 6. AOverflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 a R 3. OwnerlA ignature Date C ntractor Signature Date Sz /'yc> ?;� / Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 3— Z0 —2-0 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: Al e l /ro %t Roofing Permit Number: Dear Building Official: 1 fps S,` �>o s . certify that I am not required to retrofit the roof to wall connections of my building because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South FI ida.Building Code (1994 SFBC) <1 >✓S Signatu Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 20 day of 10A Iti%` Z020 Notary Public, Sate of Florida at Large RAFAELAMORETTI MY COMMISSION # GG 281348 EXPIRES: December 3, 2022 Bonded Thru Notary Public Underwriters When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Florida Building Code 6th Edition (2017) ' hN'""`��� W-Velocity Hurricane Zone Uniform Permit Application Form d i C Fill In SPwft Roof Assembly Components and Identify manufacturer (If a component is not used, Identity as -NAI System Manufaduror: GAF NOA No4 15-1020.01 PG 53 Design Wind Pressures, From RAS 126 or Cekule%w. pmaxl. -51.4 pmm2:_86.2 Pmax -129.7 FA*t me PWng brAndwdeM Sheet ROW, 9 . 0 0 Lap. # Rows 2 a 9 -00 Perimeter: oc ® Lap. # Rows 4 a � • oa Comer: L -oc ® Lap, # Rows � ®_j- oc Number of Fasteners per Insulation Board Max Design Pressim Fr�ofna the Specific WX Field n Perimeter Corner w� Do* TAW— 5/8 CDX Plywood lMMUM119 Components Noted and Details as Applicable: G&igGM5/8" Wrwdblocidng, Gutter, Edge TenninsWn, 25:12 StriAtinD, Flashing, Continuous Cleat, Can, ape Strip. Base Flashing, Counter- Fleshing, And ikm sheet & No. or PMa),1 Ply #75 base Sh Mlm Etc. o ft:Mean Roof Height, Palrapet Hei .ght, • �n&6Mase Sheet Faete Height of Base Flashing. Component Material, • • rW Rs Mwles t mwin cap r1ed � Maaertat: Material Thldmess. Fastener Type. Fastener • • • 8Padng or Submit Manufacdmers DOW$ that trrsufatbn Base Na Comply with RAS 111 and Chapter 18. • ---... . Bats Insul Mq ft� w TW=W Na • . - sseA.lMdagK=MenedBond ng Ma*fat: • ... Na • • • .... • .ftp !real Na 7oplibu @0(;:i 0 ;W Th n/a • ;top Neufation•F��nsr/eonding Matariai Base Stooge) S No.�/dp,P.yo(e.),•.� 1 MY #75 base Sheet Base R8She�sF stmdB W ,y Mago � nn Cos Ply, sheets) & No. of Py(sy, 1- GAF TorchSmoot ------ — Ply Sheet F tB nertBon ling Material:Tram "PW Top *1y; Ruberoid HW Granule FR 7n re-� Top MY Fastened Bonding Material: H W ci f t f 78 Cam Surfectno: n/a �6 ®IN FT. Mean Roof Height r Florida Building Code 6th Edition (2017) High -Velocity Hurricane tone Uniform Permit Application Form Roof -System Manufacturer: Boral Roofing LLC Notice of Acceptance Number: 18-0509.16 Minimum Design Wind Pressures, N Applicable (From RAS 127 or Calculations): P1: 39.1 P2: -68.1 P3: 100.7 Maximum Design Pressure From the NOA Specific : 26.1 Method of the attachment: ICP 17-0322.03 ICP 2 small patty .. . .... S`p Sloped Roof System Desgi,_ption o o 00000 . ..... . Deck Type: ...... I\ 5/8" CDX Plywood -.. • : Roof Slope: 3 '12 Ridge Ventilation? . n/a Mean Roof Height: 10 I ASTM Type II D226 #30 1 n/a n/a Type & Spacing: 4 & fin Caps-6"o/c Ca)_ laps 2 Rows 12" o/c I ieslve Type Self- Adhered 7Cap sheet: Boral Tile Seal SA� f Covering: concrete double roll Type s Sise Drip dge: 26g Glay. 3 X 3 Eave Drip Me I w/1 1/4 RS 4" Staggered Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tlle Calculations) For Moment based the system:, choose elther Method 1 or 2. Compared the values for M,with the values h om M 16 If the Mrvalues are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. 39.1 Method 1 "Moment Based Tile Calculations Per RM 127" ON; _315 • 12.31§-Mg; 7.62 =K, 4.696 NoA M, 26.1 (Pi- -68.1 : ). .315 .21.45 1- . 7.62 _ m i 13.83 NOA b* 26.1 (Ps= 100 7 z ;L _.315_- 31.72 - Mg: 7 R? - At3 24.14 NOA K 96 Method 2 "S%mpllHed Tile Calculatlon Per Table Below" RegWred Moment of Resistance (M,j From Table Below NOA b* • 'Mwtobsaced to conjunction with a Not of moment based the systems endorsed by the • • • • BromenUounty Board of Rules and Appeals. • • • •• • ego* • For Uplift: based the systems use Method 3. Compared the values for F' with the 0000 values for Fr If the F' values we greater than or equal to the F, values, for each area -of the root, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" w: - _3 — W: : cos 6: - FH: NOA F w: - ) — W: z cos 9: - Fr2: NOA F (P�: zl• - : w:-`,—W zeosB: = F,y NOAF Where to Obtain Information Qescri on S bol Where to end Preama MM OCP3 W127TaWlarbyin m AS(E 7 b Sits Roof SIW MOO Aemdywnip NO b NOA OA ,eqvhwMoment K Calmkftd OA Rer dow F. AvaqvT&WdAM A AM calwWan � width mat be abmided 0 BWWfwOftW st • .-C, /_III • sW Sinn Reef Ama (SF) Staan SInnael IR RJalmnf Plan: Illustrate all levels and sections. roof drains, ScupAers. gvArj�p moverflow drains. Include. dimensions of sectioned �vels, JGI4�I d alavabad ee�suaa was end bcgtlen of esrsnets_ • MIAMFAADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv 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 this agggpjance, if it is determined by Miami -Dade County Product Control Section that this product or material fair to me&etbe.' requirements of the applicable building code. 9.6 • This product is approved as described herein, and has been designed to comply with the Florida Btilding Crock • including the High Velocity Hurricane Zone of the Florida Building Code. **a:** • DESCRIPTION: Boral Villa 900 Concrete Roof Tile .... .. . . . . . *00 ...... .... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, co 0, state and following . .... statement: 'Miami -Dade County Product Control Approved", unless otherwise noted herein. : • : 0 • RENEWAL of this NOA shall be considered after a renewal application has been filed and ttere.has been no change in the applicable building code negatively affecting the performance of this product. 00 0 0 . .... TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.16-0711.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino 0 r+uuMaor4oe co�ulvnr NOA No.: 18-0509.16 ' "' • • Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 1 of 7 . . ...... ..... ROOFING ASSEMBLY APPROVAL Cateeory Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL and described in Section 2 of 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Boral Roofing Villa 900 Length = 17" TAS 112 Low profile, interlocking, high pressure extruded Width = 13" Type I concrete roof tile equipped with three nailo6oles • • • • ''/2" thick Class III and double rolls. For direcbdack, battgn7mprtar or adhesive set applicat' • • Trim Pieces l = varies TAS 112 Accessory trim, concreten4bf pieces for ase at ; w = varies ridges, hips and rakes. • 110 • • • • • • • •; • varying thickness 0000 • • • 00000 ...... .... .. ..... .1 PRODUCTS MANUFACTURED BY OTHERS .. .... .. ...... • • • • • • • . • . Product Name Product Description Manufacturer : • •. 000000 . (With durm6 NOA • • • • • • ICP Adhesives Polyset-'� AH-160 Two component polyurethane ICP Adhesives and Sealantst loot • foam adhesive. TILE BONDT" Roof Tile Adhesive Single component polyurethane The Dow Chemical Company foam roof tile adhesive. "Tile Tite" Roof Tile Mortar Premixed, pre -bagged roof tile Bermuda Roof Co. Inc. mortar. DAP Foam Touch N Seal Two component polyurethane The Dow Chemical Company StormBond® 2 Roof Tile Adhesive foam adhesive. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL MAMMMOE COUNTY NOA No.: 18-0509.16 "' s Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 2 of 7 d 2.3 EVIDENCE SUBMITTED Test Aaencv Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies 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. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida APPROVED J Test Identifier 13343.1 7161-03 Appendix III 7161-03 Appendix II P0402 94-060B 94-084 P0631-01 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC-76 25-7183-1 25-7183-2 25-7214-2 25-7214-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations RT0617.02-16 Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101(Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing • TAS 108 (Nail -On) • • • Wind Driven Rain • • •;, • TAS 100 .... • Static Uplift Testing • • • • • TAS 102 • •:' •: (2 Quik-Drive Screws, Direct tied)• ...... Static Uplift Testing TAS 102 ••, (1 Quik-Drive Screw, Direct Deck) • (1 Quik-Drive Screw, Battens) Static Uplift Testing TAS 101 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS 112 Date Apr. 2006 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug! t994 Oct. 1.994 •• f Fh. M 5 Mabel}, 19�5 Sep. 1998 Dec. 1998 March 1995 February 1996 April 1996 December 1996 09/01/16 April 1999 09/01 /16 06/29/16 NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 3 of 7 2.3 EVIDENCE SUBMITTED Test Anencv Test Identifier Test Name/Report Date PRI Construction Materials COPO-002-02-11 Static Uplift Testing 10/12/2016 Technologies TAS 101 (Adhesive Set) PRI Construction Materials COPO-002-02-04 Static Uplift Testing 10/12/2016 Technologies TAS 101 (Adhesive Set) PRI Construction Materials COPO-002-02-03 Static Uplift Testing 10/12/2016 Technologies TAS 101 (Adhesive Set) 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing AppOcatidus Standa'r8l listed " section 4.1 herein. .. ...... •• •• ...... 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to tha feof• elope unless stated • otherwise by the underlayment material manufacturers published literature. 69600• • ... 0. 3.6 This acceptance is for wood deck applications. Minimum deck requirements sha..... ll b *'.. n complies.�e with • • applicable building code. .. .. .... ...... 4. INSTALLATION ' . . .. . ...... 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict �Ojupli$nce wig goofing; • • • •; Application Standard RAS 118, RAS 119, and RAS 120. • • • 6 • • 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-1 (ft) Width-w (ft) Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers -.X (fts) Tile Profile 2, (ft3) Batten Application 'X (ft3) Direct Deck Application Villa 900 Concrete Tile 0.291 0.315 Table 3: Restoring Moments due to Gravity - Ma (ft.-lbf.) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Villa 900 Direct Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck Deck 7.70 7.62 6.56 7.50 6.42 7.34 6.26 7.15 1 6.08 6.95 NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/321, plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw Shank Nails Field Clip)• 35.5 35.5 .9:a. • • • 2-10d Smooth or Screw 31.9 31.9 1.2. Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf for Two Paddy Adhesive' Set Systems ...... .... Tile Tile Application Minimum Attac ment Profile R o ista e� Villa 900 Concrete Tile The Dow Chemical Company TileBond . 26.12: '..' ICP Adhesives Polyset® AH-160 two- .. •26.13 .... component foam •' • • DAP Foam Touch N Seal StormBond 112 Roof 55 4 Tile Adhesive two -component foam 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond one -component foam, minimum weight per paddy 11.4 grams. 3 ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. 4 DAP Foam Touch N Seal StormBond ® 2 Roof Tile Adhesive, average weight per paddy 8 grams, two component foam. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile ICP Adhesives PolysetS AH-160 two -component foam 86.615 ICP Adhesives PolysetS AH-160 two -component foam 45.5 8 DAP Foam Touch N Seal StormBond ®2 Roof Tile 407 Adhesive DAP Foam Touch N Seal StormBond e2 Roof Tile 708 Adhesive MfAMM ADE COUNTY NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 5 of 7 5 Large paddy placement of minimum 54 grams. 6 Medium paddy placement of minimum 24 grams. 7 Medium paddy placement of minimum 30 grams. 8 Large paddy placement of minimum 60 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Seth 20.60 Tile -Tito Roof Tile Mortar. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detj4%4 below, or following statement: "Miami -Dade County Product Control Approved". 0 • • • • • • • • • ...... .. .. ...... .... . .. ..... ...... .... ..... .. . .. .. .... ...... LABEL FOR BORAL VILLA 900 CONCRETE TILE • . . .. . ...... (LOCATED ON THE UNDERSIDE OF 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. MIAMM ADE COON W NOA No.: 18-0509.16 �Fjazgn Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 6 of 7 NaU holes 1' PROFILE DRAWING VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE VC - to* . . 0 .. • see*% •• . • •..• a • 0*00 MtAMH 1QECOUNTY NOA No.: 18-0509.16 Expiration Date: 09/21/21 Approval Date: 06/28/18 Page 7 of 7 MIAMI-DADE 1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww...miamidade.eov/economy Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control §%§ion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the tight to have'tb�%.„° product or material tested for quality assurance purposes. If this product or material fails to pe?Wlh 41 the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatel}bsa> o", modify os: suspend the use of such product or material within their jurisdiction. RER reserves the right to #431 a this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materi%l•fei'ls 4o meel toe I. requirements of the applicable building code. *we* • • • This product is approved as described herein, and has been designed to comply with the Florida'$Ming Ce88 including the High Velocity Hurricane Zone of the Florida Building Code. " " "" DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city state and foika@i&g 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 new NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. CM==wane cotnr NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 1 of 4 ease% ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Cateeorv: Underlayment Material: SBS PRODUCTS DESCRIPTION: Product Dimensions BORAL TileSeal 36" x 36' rolls 36" x 72' rolls Boral Citadel Plus 36" x 72' rolls MANUFACTURIGN LOCATION: 1. Brentwood, NH. 2. Houston, TX. EVIDENCE SUBMITTED: Test Aeency PRI Construction Materials Technologies, LLC. Trinity ERD Test Product Specification Description TAS 103 SBS self -adhering asphalt sheet material with a ASTM D1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. ASTM D1970 Test Identifier OCF-356-02-04 OCF-356-02-02 OCF-356-02-01 OCF-424-02-04 OCF424-02-01 OCF424-02-03 BRLRF-SC 16810.11.17 SBS self -adhering asphalt sheet material with a poly film -facer; for use as a mid -ply uQ4qlayment in '....' sloped roof assemblies. ...... 000 . . . ...... *:::: • • • • *Sao • .....• . • Test Name/Reporb a • �0e • • • •: • ASTM D1623 •'• �07M/18 �••••� TAS 103 • •0000 ;0018 ASTM D1970 07/26/18 ASTM D1623 07/25/18 ASTM D1970 07/25/18 TAS 103 07/25/18 ASTM D 1876 11/28/17 t�wrmE couNnr NOA No.: 18-0502.03 "' • • Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: "/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 D226 Type 11 or ASTM D2626 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. Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval. (Optional): Membrane: 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 parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membfMir applied. Vertical strapping of the roof with BORAL TileSeal Underl$ymetit is acceetWe. All end laps and laps without black selvage area shall be sealed under lap dsing Im SBS moth;ed mastic. Note: When used in Tile roof systems BORAL TileSeal Underlaymert sj #Ulbe ba* child to ..... deck with approved annular ring shank nails and tin caps at a maximu" 12 ; Q.c. at diNside • • : • • laps. No nails or tin caps shall be exposed. ' .. .. .... ...... Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanicalty Fas*hgd 4%of Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle tsseUNies. go:....: MAMHWWE courm NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 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 maybe used with any approved roof covering Notice of Acceptance listing • •' BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptanee.• If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Juris41i5ftjAHJ) Wthe'. Miami -Dade County Product Control Department for approval provided that appropriate dodtfiNntation0is " provided to detail compatibility of the products, wind uplift resistance, and fire testing resulfs: •' • • • • • 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose dpCt�go panels.Sweep 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 point, roJM4g the fhenTrane from the center outward in both directions. For ridge applications, center the membrane andrbll ffom the ceniar outward in both directions. 0000 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product 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 MIAMFDADE COUNTY ,...O END OF THIS ACCEPTANCE MIAMMAD, COUNTY NOA No.: 18-0502.03 �] Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4 You have successfully completed your payment process. You can print this page or record your Permit, Process and Authorization number. Date 011/28/2020 Mme NA.A.Rn Authorization Numbe 021042 Process Number IW2020058563 Permit Number 2020025583 ransaction Number 280120A42-74D39287-51D54C8A-8862-D292EEF D1 Name b Address AMADOR RICHARD t4021 SW 152 TER • jCardType SA • • • Ex Date 08/2023 • • IjAmount 398.83 • • • • • e-MIN Y" =ww"IS, gtwswm and sugp+sbans t+ _ - • • • This p•0s was 4tst edltsd on: Atqust 2015 •••• •••••• • •• •• •••••• •••• •••••• • • • •• • • •••• • • hI1A411-DADS COUNTY PRODUCT CONTROL SECTION DSPARTMMT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11803 SW 26 Sheet. Room 209 BOARD AND CODE A11MWMTRATION DIVISION Miami. Florida 33173.2411 NOTICE OF ACCEPTANCE(NOA) T (786)3 WIS90 F (796) 313-S99 ICP Adhesives and Sealants, Inc. wwuftmm tM NW 446 Street Coral Springs, FL. 33M 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 Ccun used in Miami Dade County and other areas where allowed the Authority i ltER -Product Control Section to be by Drily Having Jurisdiction (A[in. This NOA shall not be valid after the expiration date gated below. The Miami -Dade County Product Control Section* • • (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade Co or material tested for quality assurance purposes. if this �') reserve the right tghave this product... • manufacturer will incur the a Product or material tails to perform in the acetna r6nner, the : xwithi of such testing and the AHJ may immediftly revoke, modify, or spjpd the ass. .. Of such product or material within their Jurisdiction. RER reserves the right to revoke this determined by Miami -Dade County product Control Section that this product or material falls to meet if it is . of the applicable building code. .. •uhrem� . This product !s approved as described herein, and has been designed to comply with the F .�Wi g Coda s e e including the High Velocity Hurricane Zone ofthe Florida Building Code, DESCRIPTION: ICP Adhesives Pabsets AH 160 • • • • • • • 1LABELLNG: Each unit shall bear a permanent label with the Dian • • • • • statement: "Miami -Dade County Product Control Approved", unless otherw(se � er logo, city, stag and tbllowing* 0 • • • herein. • • • • RENEWAL of tWs NOA shall be considered after a renewal cati in the applicable building code negatively affecting the perltirmancQi of this on as been fed and there has been no change producL TERMINATION of this NOA will occur after the expiration date or if there has matoriala. use. and/or manu%mm of the been a revision or change in the purposes shall pry Mlsux of this NOA as an endorsement of any product, for this O for any firer u fly � this NOA. Faflure to comply with an cause For termination and removal ofNOA. plY Y section of ADYERT'SE,MM: The NOA number "PirlSon date may be displayed !n advertisingi d words Miami -Dade County, Florida, and followed the in its entirety.literature. If any Portion of the NOA Is dlsplayed. then it shall be done INSPECTION: A copy of this entire NOA shall be shall be available for ' provided to the user by the manufacturer or its distributors and inspection at the job site at the r of the Building Official. This NOA renews NOA l 6.0315.0I and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigers. NOA No.:17.0=03 Expiratim Data: 0MW= Approval DaUt 0447/17 Page t of I I ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof die adhesive Materials: Polyured arts SCOPE: This opprov'e ICP Adhaiva Polysets AN-160 as manufactured by ICP Adhe Ives and in this !Notice of Acceptance. For the locations where the design tea+ Inc. as described building code, do not exceed the designP�uro requimrne�, as ermined by applicable Application Standard RAS 127. For use Wfth values obtained by calculations in compliance with Rooting Adhesives Polysce AH-160. approved ' loW. and high Profile roof the systems using ICP PRODUCTS MANUFACTURED BY APPLICANT: IN ICP Adhesives N/A T_ A p PO4weAH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPach` N/A 30 dl 100 Eroduc! DdCrietion Two component Polyurethane foam adhesive, 0000 Dispensing Equipment '....' . . .. . Dispensing Equipment • .. ; .. ...... PRODUCTS MANUFACTURED BY • • • • OTH)iR3. ...... Any Miami -Dade Coumy Product Control Accepted Roof Tile Assemblyhaving a • •' resistance values with the use of ICP Adhesives Po current NOA which Wt 1dt3clunem iyseta AH- t60 roof tile adhesive. MMUFACTLMING LOCATION: L Tomball, Tx PHYSICAL PROPERTIES: Density Thl Compressive Strength, AMU D 1622 ASW D 1621 Tensile Strength WOW Absorption ASTM O 1623 Moisture Vapor Transrnitsion ASTM D 2I2 ASTM E 1 Dimensional SOrbfiity ASTM D 2126 Closed Cell Content ASTM D ,acx I d PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsRt= 3.1 Perm / Inch +0.07% Volume Change @ 400 F., 2 weeks +6.0% Volume Change @'Sg°F.. 100% Humidity. 2 weeks Note: The b ibl6 a P >*1 I=pe d" listed above are presented as typical We"Sge values as determined opted ASTM teat Methods and are subject to normal maaofaetsrlag variation. by NOA No.:17.03=03 F-PNtion Daces OSn&= APpre"I Date: OW117 Page 2 of i I EVIDENCE SUBMITTED: ZKAUM Center for Applied En gineering Tat denaner Teat Namembl a e �. Pg4-060 2S7819.1 PA TAS 101 04/08/94 25-7438 3 TAS 101 I V161% 25-74384 SSTD 11-93 10/25/95 25-7438-7 SSTD 11-93 25-7492 SSfD 11.93 11/02/95- Miles Laboratories 12/12/95 Polymers Division I`iB-589.63 ! ASTM D 1623 02/OI194 Ramtech Laboratories, Inc. 9637-92 ASTM E 108 Southwest Reuarch Institute 04/30/93 01-6743-011 01-6739-062b[i] ASTM 13108 11/16/94 Trinity Engineering ASTM E 84 01/16J95 7050.02.96-1 TAS 114 P36700.04.12 ASTM D 167.3 03/14/96 P39740.02.12 TAS 101 ; 04/4 VJ 2 • • • • see * TAS dZ21/12 . • •. Celotex Corp. Testing Services 123 ...... .. .. ...... 5284S4 2-1 TAS 101 """ . •••••• 5284549.1 1 "3/98 : • • • • S29454lo-i •••• . . •• ••••• 520109-1 S20109-2 TAS 101 •}i8%98 �••••� •••••• S20I09-3 •••••• .' S20109-6 520109.7 . . .. . • ' ...... 520191.1 TAS 0000 •••••• S20109-2.1 101 03/02/99 a**** • LOWTATIO' S: 1. Fire classification is not part of this acceptme. Reber to the 2. ICP Adhesives potya * q -160 shall solely be used with PrCpared ROOfrle Aswmbly for fire rating. 3' Minimu b aadarlayraent d WHI be in A � with the �' !Ow. & high tile profiles. 4. Roof Tde maaufac �e Roofing Application Surd RAS 120. with Weir the assent"" st the we S 101 Adhesives PoIY�' AH-160 roof rile adhesive �� with TAS 101. s. All products listed herein Shan have a quality ass ,oaf in accorderxe with the Florida Bail Rule 61020-3 of the Florida Adm nhm, Code. �8 Code and NOA No.:17-0322,03 8 tioa Darr: "10f2 APProval Data: SWj17 pfts3ofil INSTALLATION: I. ICP Adhesives Polyseta AH-160 may be used w;d, aay roof die assembly having a current NOA that lists attachment n:aiatanco values with the use OF ICP Adhesives Polysets AH-160. 2. ICP Correspondingdhesives Polysete All-160 shall be applied in compliance with the Component Application section and the Placement Details noted herein. h The roof die assembly's adhesive attachment with the use of 1 Adhesives t AH-160 shall provide sufficient attaechment resistance In c0 to meet or exceed the resistance value determined in compliance vr'sdt Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof the assembly NOA. 3. ICP Adhesives Polysetl AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants. Inc.'s 4. Operating lnstnrcdon and Maintenance Booklet. Installation must be by a Factory Trained'Qualifred Applicator' apProyed Sealants, licensed and by ICP Adhesives and Inc- ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration of the 1CP Adhesives Foam Dispenser RTF1000 kation equipment is re, bef of any adhesive. The mix redo between the "A" arepbetween component adispensing nd the "B" component shall be maintainedquired 6. ICP Adhesives Polysets AH-160 shall be applied with ICP Adhesives Foam D' Adhesives ProPscka 30 & 100 dispensing equipment only. n RTFl00Q or ICP • • • • • • • • • • • • 7. ICP Adhesives Po • • lyset° AH-160 shell not be exposed permanently to • • 8. sunlight. riles must be adhered in freshly applied adhesive. Trio must be set • • • • • • • • • • Polysets AH-160 has been dispensed. 1 to 2 minutes after ICP All Wves • • • • • • • 9. ICP Adhesives Pol • • • • • • ysets AH-160 placement and minimum patty weight shall be in accordance witlM; • ' • •' Tiscemeat DctzUW herein. Each generic die profile requires • • 0: 0 0 • the specific Placement noted herein' : •' •• • • •• .: • ••• • .. .. •••• •••••• ...... . . •• • •••••• • . • • . • 0000 NOA No.:17-03nM Expiration Data: 0MOM App wal Date: 007117 Page 4 of t I Table 1 Tile Profile Eave Course - Flat, Low, H1gh Profiles Flat, Low, High Profiles Flat Profile Low Profile High Profile Aaumve Placement For Each Geueric Tile ProDle Placement Detail I Minimum Paddy Contact Minlmam Paddy Gram Area All Save Course 17-23 sq. inches 45,65 #1 17-23 w• 110hes 43.63 92 10-12 sq. inches 30 #2 12-I4 sq. inches 30 17 11 -19 sq. inches 30 Two Paddys: &9 sq. inches at 12 grams per head of tik 9-11 sq. inches at overlap -- -- - %- v =•,W, i wo Piece 2 Beads (I each longitudinal 17 edge) 2&Z sq. inches each grams per bead bead *Do* Two Piece Barrel (Pan Tile) TWO Piece • ti3-7Q inches 34 gnats under pan ...... .. .. ...... LABELING: ...:.. . ...... All roved imprint or i•••• •• • _DPP products listed herein shall be labeled and shall bear the identifiable marking of MA' • • •' • • • • • Dade Co Product Contra Scal as ufutilTv"t Unte or logo and following :"Miami -Dade County Product Control A • • • • . • :..' PPro�•bjt'Jth�tiamiti . • • •• • •••••• BUILDING PERMIT • • • ' REQiT�tE.'1ZEN'PS: • • ...... As required by the Building Official or applicable building code in ogler to prop w System. P P� CValtlate the Installation of this NOA No.:17:032 M Expiration Dvft tIS otn APProval Date: U=117 Page 3 or l l ADB1ESM PLACEMENT DETAU # I Flat/I,ow Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1"(25A mm) foam Paddy onto the underlayment positioned as shown, under the sftngthm* rib closest to the Overlock of the file being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive. contact with the underside of the tile. Medium Profile / Double Pan Tile •••• I . Startingat the ' ' cave course, apply; miQitqum 2" 0' " •' • • (50.8 mm) x lr (254 mm) x l" (2V,4 mid) foam.' ; ' . Paddy onto the underlayment positieajf,h shown • • • • *too:* under the pan portion of the tile ekxost b.Mc • • • Overlock ofthe file being set. • • • . .. : • • • • • • • . . • �+ 2. Continue in Salts 6006 . • • { 109.7 cm� — 23 (j IMM app *xhnaiely 116 • • • (109.7 ) . • ... **:*so sL4�uAM lack adhesive• • • •contac' ...... with the undersideof dw W. • • • • •' • • •• • •••••• 910 Profile / Singis Pan Tits 1. (St°`ting 50-8 ) the o "COUM apply a minimum 2" "(2S4 sun) x 1 (2SA mm) foam Paddy onto the underlayment Plod as :town under the pan Portiou of the the closest to die over" of the tile being set. 2. Continue in sane manner. Insure approximately 17 (109.7 cm2) — 23 (148A crn� aquae hwh adhesive comact with the underside of tite tile. NOA Nw 17.$322M Ecpinttoa Daft MO/22 Approval Date: SM7/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Flat/Low ProMe Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x In (2S.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the file closest to the overlook of the file being set. Insure approximately 17 (109.7 cm) —23 (148.4 cm) 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" (2S.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the Overlock of the file being set. 3. Continue in same manner. Ltsure approximately l0". • . (64.5 cm2). 12 (77.4 cm� square inch a llwive .. .. contact with the underside of the tile.... ; .. . Medium Profile / Double Pan Tile • • • • • • ...... .... 1. Starting at the cave course • aPPIY & niuiim�t� 2" (50.8• • • tam) x 10" (�4 stun) x 1" QSA mm)VOI i pyd� onto the � Positioned as & m larder th0 * • • pan Portion of the file closest to the oveIiOA of the • • dle being set. lastue apP[mately 17 tbgl • • • • . 23 (148A cm) square inch adhesive corum wilb the • • • • underside of the tile. 2. At the second course, apply a strum 2" (S0.8mm) x 7" (177.8 mm) x l" (2S.4 mm) foam paddy onto the underlaYmad Positioned as A tam under the pan Portion of the tle closest to the Overlock of the the being set. 3. Continue in same manner. Insure aPProximately 12" (77-4 cm2) - 14 (90.3 cmI) square inch adhesive contact with the underside of the die. 17M& 110W continred on ► m page) NOA Ya:17.03=W EXPIMU a Dam 03110132 Approval D+W GM/17 Page 7 of tt ADRMWE PLACEMENT DETAIL # 2 (CONTINUED) li IO Profile / Single Pan Tile I • Starting at the eave course, apply a minimum 2" (50.8 Mm) x IV (2S4 mm) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown under the Pan portion of the file closest to the Overlock of the die tieing set. Insure approximately 17 (109.7 cm� — 23 (148.4 cm' 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 unded"ent 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 appr6Z;uttbiy I r. • ...... ' (109.7 an2)-19 (122.6 ems squaw inch l ffesive • • • • . • • • • • • contact with the underside of the tile...... .... . .. ..... ...... .... ..... .. .. .... ...... . . .. . . . ...... NOA No.:17-03UM KxOmt>on Datr. t n&= Approval DAW GM/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 RdAMr,"bift M�ltvftjft I. On the Cave 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 die or under the pan portion of the the for low or high profile file closest to the Overlock of the We being set. Leave aPProximately 4" (101.6 mm) up Qom the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17 23 inl (109.7-148.4 crn� of adhesive contact with the underside of the die 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25A mm) foam paddy onto the underlayment just bolo% • ... the second course line positioned imm paddy .... ...... under the strengthening rib for fldtj[e,'orInder the. . .' Pan portion of the tile, closest to tlAVVWock fof ..' .: .... ; . the second course the to be installs kUp approximately 8-9 ln' (S1.6.58.1 cnj j Qtadhesivq • • • : • • • • contact with the underside of the tHS.... - : ' ..' ..... addbw iod t Cody on next • • • • • • • • • • • • : • • • •• • •••••• • • • • • • • 999* NOA No.: 17.0=03 EsPtMUM Dft; 0SAWn MrorOVdDOC W/= M hp9of 1t ADHESIVE PLACEMENT DETAIL # 3 (CoNTIMJED) mpPmoafla 3- Also apply a 2" (50.8 m n) x 4" (101.6 mm) x'/," (19 MM) paddy on top of the eave course the surface as shown, on lop of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the tmderlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 ems-11(71em� square inch adhesive contact with the underside Of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cmsquare inch adhesive contact with the underside of the We at the head of the tile. Continue in same manner. . . .... ...... ...... .. .. ...... .... . .. ..... ...... .... ..... • • NOA Ndr.c 17. ]ZLO3 tispt RUM Data OSJ &Z APPr0vai Date: O447/17 Page is of 11 ADHESIVE PLACEMENT DETAIL Two PIECE BARREL Two P1aa oarrN - Nio PeofNaTMa Two Piece Barrel (Cap and 1'an) Tile I . Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam Pa* onto the undedayment 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 cm) — 70 (451.6 ems square inch adhesive carnact with the underside of the pantile. .... 3. Turn covers upside down exposins'do underside. • of the tile. Apply a minimum 1"42SAMM) x 1 ft -' • (254 mm) bead of adhesive directly &the inner edge of each side of the cover tile. k4we .. approximately 3/4" (i 9 mm) to t ; (ZSX,m) from the outside edge of the tile, jPY4 r free of .... foam to allow for expansion. • • • ..' • • • • • • 4. Turn cover the over after foam i 'applied and Place onto pan file course. Insure a minimum o; * • ' • 20 (129 cm�) - 25 (16 r3 crab squara►&b ' contact area on each aide of the cd& A to tha.' • • • • Pan die. Continue in same manner. Trim away ... any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. S. When additional Walling is required. 2" (S0.8 mm) x 4" (101.6 mm) milers or the tie wire system using galvanized, stainless steel, or copper wire and compatible calls may be used. END OF THIS ACCEPTANCE NOA No.:17-=03 Expiration Dale: MOM Approval Dater. "27117 page 11 of 11 Mr�IA�M"M MIAMI-DADS MUNTV' PROM (T CONTROL SECTION DEPARTMENT OF RWULATORV AND E('ONO.NIIC' RESOUR(TS (RER) 11805 SW 26 Stn-et. Room 208 Miami. Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 1'(786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ��Na.miami aJe.e)%lecortnm% GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use ofconstruction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade Count-, and other areas %%here 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 prod' wug material fails to perform in the accepted manner, the manufacturer %gill incur the expense pf such 1446 g' and the AHJ ma% immediatel% revoke. modify. or suspend the use of such product oP ti ler:al H ithin • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined bwNliami-Nde •: County Product Control Section that this product or material fails to meet the requiroments.of the • applicable building code. 0060 : 0 This product is approved as described herein, and has been designed to comply with tU% fJgrida BujWjqg Code including the High Velocity Hurricane Zone of the Florida Building Code. •00000 DESCRIPTION: GAF Ruberoid" Modified Bitumen Roof System for Wood Decks:': • •• LABELING: Each unit shall bear a permanent label with the manufacturer's name Qr Iggt>. city, State" and follo%k ing statement: "Miami -Dade C'ountN Product Control Approved". unless otlh}nviSe noteiX herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA vkill 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. disuse of this NOA as an endorsement of any product, for sales, advertising, or any other purposes shall automatically terminate this NOA. Failure to comply Mth 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 he provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 1 5-1020.01 and consists of pages I through 67. The submitted documentation was reviewed by Jorge L. Acebo. t•+twNwwoe co� NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/19 Page I of 67 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood. Non -insulated Deck Description: Min. 19132" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(2): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall. apply. Fire Barrier: FireOut" Fire Barrier Coating VersaShield" Fire -Resistant Roof Deck (optional) Protection. VersaShield" Solo" Fire -Resistant Slip Sheet. DensDeck" Roof Board. SECUROCK" Gypsum -Fiber Roof Board or SECUROCKx Glass -Mat Roof Board. Base sheet: GAFGLASA 980 Ultima" Base Sheet. GAFGLAS* Stratavents Nailable Venting Base Sheet. Ruberoid' Mop Smooth. Ruberoid" Mop Smooth 1.5. Ruberoid" Mop Plus Smooth. Ruberoid" 20 Smooth. Ruberoid" HW Smooth or Ruberoid" H W 2S Smooth mechanically fastened to deck as described below: Fastening GAFGLASY Ply 4. Tri-Ply" Py 4 Ply Sheet. GAFGLAS* FlexPlv`" 6. Option #1: GAFGLAS" #75 Base Sheet., rri-Ply I #7i Base Sheet or anv of above base sheets attached to deck with approved annular ring shank nails and tin caps at e• • fastener spacing of 9" o.c. at the lap staggered and in two rowi 18" e.c. in tho • • • • field. ...... • Not for use with DensDeck or SECUROCK Fire Barrier • • • • • • • • • • ...... (Maximum Design Pressure —45 psf. See General Limitatiofi•#9y • • Fastening GAFGLAS" Ply 4. Tri-Ply` Ply 4 Ply Sheet. GAFGLAS FlexP0.-;.• Option #2: GAFGLAS" #75 Base Sheet. Tri-Ply s #75 Base Sheet or any ofabove base .... ..... sheets attached to deck %% ith Dril I-Tec'" # 12 Fastener or Drill�ec� • l d Fastcnat• • ...... and Drill-Tec" 3" Steel Plate. Drill-Tec"' AccuTrac' Flat Platee.819:ill-Tec'" • • • AccuTrac" Recessed Plate installed 12" o.c. in 3 rows. One rbw is ih the 211%ide, • • • • • lap. The other rows are equally spaced approximately 12.5" dc. iethe field of• • • the sheet. • • .... , (rrraxemum Vestgn Pressure —45 psf. See Genera! Limitation #9) • • " Fastening GAFGLAS' F1exPIy'" 6. GAFGLAS" #75 Base Sheet, Tri-Ply" #73 Base Sheet Option #3: or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening t:A Gn1 ACR 441C D... cL..... -r_! nt.i ­ e - ... •� �a�c ancc. rn} tr i7 base Jneet or any of above base Option #w4: sheets attached to deck with Drill-Tec" # 12 Fastener or Drill-Tec'" # 14 Fastener and Drill- I'ec'" 3" Steel Plate. Drill-Tec" AccuTrac" Flat Plate or Drill -Tee" AccuTracs Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) hanrt�unuE N OA No.: 18-0919.12 JAPPROExpiration Date: 11/06/23 Approval Date: 1.1/01118 Page 53 of 67 Fastening GAFGLAS2 #80 Ultima" Base Sheet, Ruberoid' 20 Smooth, Ruberoid" Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-Tec"4 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure 40 psf. See General Limitation #7) Fastening GAFGLAS" #75 Base Sheet. Tri-Ply" #75 Base Sheet or any of above base Option #6: sheets attached to deck with Drill-Tec'" #12 Fastener. Drill-Tec" #14 Fastener or Drill-Tec" XHD Fastener and Drill-Tec"Y Steel Plate. Drill-Tec' AccuTracs Flat Plate or Drill -Tee" AccuTract Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c, in the field of the sheet. (Maximum Design Prevure -45 psf. See General Limitation #9) Ply Sheet: (O tional xcept over Ruberoid'� Mop Smooth, Ruberoid' Mop Smooth 1.5. uroi Mop Plus Smooth, Ruberoid" 20 Smooth, Ruberoid" HW Smooth or Ruberoid' HW 25 Smooth) One or more plies GAFGLAS= Ply 4, Tri-Plys Ply 4. or GAFGLASR FlexPIN- 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid' Torch Smooth torch applied according to manufacturer's application instructions.. • • • •. Membrane:One ply f Ruberoidt Torch Smooth, Tri-Plyh A PP Smooth �Memhr$ne, . • • •. • • • • • • Ru eroi Torch Granule, Tri-Ply" APP Granule Cap Sheet. ,Quhroid" *9***: ....:. LnergyCap` Torch Granule FR, Ruberoid' EnergyCap' Torelt Ass•Granule FR, or Ruberoid" Torch Plus Granule FR torch applied accordinge4manufactuu•�s •• ...... application instructions. .... . • • • • • • • Or On I lVV Plus Granule, Ruberoid" •Pl Hwus GrantV "696*• • • • • • • • FRtubcroidlu Granule FR HAI Ruberoid' EnergyCap" HW.Pl%*0ranule FR, •. Ru - f1w-ur- iir L w- HW Smooth and Ruberoid" HV:25 StMgtti. "•"' applied according to manufacturer's application instructions.: • • • :....: Surfacing: Optional on granular surfaced membranes; required for smooth mem6rmlec.' • Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 Ibs./sq. 2. GAFGLASR Mineral -Surfaced Cap Sheet, Tri-Ply' BUR Granule Cap Sheet or GAFGLASt EnergyCap" :Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. 3. TOPCOAT" Surface Seal SB or United Coatings" Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT" MB Plus or United Coatings" Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT" Membrane or United Coatings'" Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options M+nwoauetottrrrY NOA No.: 18-0919.12 APPROVED Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 154 of 67 V WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS' Plv 4 and GAFGLASIL FlexPly" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/," DensDeck' Roof Board or'!" "Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part ofthis acceptance: refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple lavers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq., or mechanically attached using the fastening pattern of the top layer I All standard panel sizes arc acceptable for mechanical attachment. When applied in approved asphalt. panel size shall be -1' x T maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles. 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet ahem% a continuous area of ventilation. Encircling of the strips is not acceptable. A 6'.6breaRshall be*** • placed every 12' in each ribbon to allow cross ventilation. Asphalt application of'elthef systevPsIvl4 be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limiteh:to a maximum design pressure of -45 psE • • • • • • • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristie No;re�(F') value of, 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If t, * * tener vVl�rg� as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. . • • • • • • • • 0 • • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane 4WagVnt is based on a minimum fastener resistance value in conjunction with the maximum desig4 vatue:listed 4r.7thia a specific system. Should the fastener resistance be less than that required. as datennined by tote ..' Building Official. a revised fastener spacing, prepared, signed and sealed by a Ffbaa Aegist er949- Engineer. Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing• shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer. Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter naiiers. metal profile, and/or flashing termination designs shall conform to Rooting Application Standard RAS 1 I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.12 PP "OVE Expiration Date: 11106/23 Approval Date: 11/01/18 Page 67 of 67 �e heel —Two or rnnr� ni r,,� G 2.1 #__ - or "Tri-Ply$, a75 Base Sheet" or "GAFGLAS$ Base Sheet or GAFGLAS® StrataventC� Nailable Venting Base Sheet", mechanically fastened. Membrane:—'RUBEROID� HW Plus Granule PR" or "RUBEROID® HW Granule FR" or "RUSEROID(t EnergyCap'" HW or "RUBEROID(t HW Plus Granule" or "RUBEROIDOL Hw rz , a." .__6 57. Deck: NC Incline: 1/2 #80 Ultima'" • Plus Granule FR" ••• Base Sheet: — "RUBEROIDW Mop Smooth" or'RUBEROID(g Mop Smooth 1.5" or "RUBEROIDS Mop Plus Smooth", fully adhered with hot roofing asphalt or "RUSEROIDS HW Smooth", torch applied Membrane: — "RUBEROIDS HW Plus Granule FR" or "RUBEROID'J HW Granule FR" or "RUBEROID-9 EnergyCapl HW Plus Granule FR" or "RUBEROIDS HW Plus Granule", torch applied. 58. Deck: NC Incline: 1/2 Insulation (Optional): — Polyisocyanurate, uniform thickness of tapered minimum 1-1/2 In., mechanically fastened or adhered with "LRF Adhesive M" or "TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or "GAF 2-Part Roofing Adhesive", applied as a nominal 2-1/2 in. bead with a maximum on -center spacing of 12-in. or any UL Classified Insulation adhesive, applied per the manufacturer's installation instructions. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeckV Prime Roofboard" or'DensDeck(k DuraGuardTM Roofboard" or minimum 1/4-In. thick United States Gypsum Co. "SECUROCKM Roof Board" (Type FRX-G), mechanically fastened or adhered with OMG Inc. "Olybond Fastening System". Base Sheet (Optional): — One ply "Liberty" SBS Self -Adhering Base/Ply Sheet" or "RUBEROIDS SA Base/Ply Sheet" or "Ruberoid9 SA Universal Base Sheet" self -adhered. Ply Sheet: — One ply "RUBEROID(D HW 25 Smooth". torch applied. Membrane: — "RUBEROID& HW Plus Granule FR" or "RUBEROIDa HW Granule FR" or "RUBEROIDM EnergyCap^" HW Plus Granule FR" or "RUBEROIDO HW Plus Granule", torch applied. 59. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Polyisocyanurate, uniform thickness of tapered minimum 1-1/2 in., mechanically jii5ned orf�t� d with OMG Inc. "Olybond Fastening System" • • • • • • • Barrier Board: — Minimum 1/4-in. thick GP Gypsum Corp. "DersDeck(& Prime Roofboard' or "Den0ec�C(�•Qprr�Guard"• IQdlbq rd" or • • minimum 1/4-In. thick United States Gypsum Co. "SECUROCK7,g Roof Board" (Type FRX-G), with all butt dints n the barrier board • • • • • • staggered a min.mum of 6-in. from plywood deck butt joints, mechanically fastened or adhered with OM6410e! •Olybond Fastening : • • • •: System'. Base Sheet (Optional): — One ply "Liberty'" SBS Self -Adhering Base/Ply Sheet" or 'RUBEROIDO SA 89se%Y•5heet" Qr 'RyC old$ • • • • Universal Base Sheet" self -adhered. Ply Sheet: — One ply 'RUBEROIDet HW 25 Smooth", torch applied. • • Membrane: — "RUBEROID8 HW Pius Granule FR" or "RUBEROIDM HW Granule FR" or "RUBEROID E • • • • • • 411110111411, • • • • • or "RUBEROID9 HW Plus Granule", torch applied. ® r±Ci�'�iI1`_ HW � 4%Qran•ule We • • • • • 60. Deck: C-15/32 • • • • • • • • • Incline: 1/2 • • • • • • •• • •••••• Barrier Board: — Minimum 1/4-in, thick GP G • • • yck U Corp. ate Gypsum Ro. 'SECd" Or KS) Roof Prie Reofboard" or " n Decks • • DuraGuard- Roofboard' or minimum 1/4-in. thick United States G • • • • • • Glass -Mat Roof Board" (Type SGMRX), with all butt joints in the barrier board staggered a m n mumof 6 in. f�rom�X-G) � • ROCK• • joints, mechanically fastened.Plywoodakek butt Base Sheet: — One p:y "GAFGLASS #75 Base" or'Tri-Ply$. #75 Base Sheet" or "GAFGLAST #80 Ultima'" Base Sheet" or "GAFGLAS(S Stratavent® Nailable Venting Base Sheet" or "GAFGLAS$ Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — "RUBEROIDS Torch Plus Granule FR% torch applied. 61. Deck: NC Incline: 1/2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeckm Roofboard" or "DensDeckg Prime Roofboard" or "DensDeck:& DuraGuard— Rooboard" or minimum 1/4-.n. thick United States Gypsum Co. "SECUROCK& Roof Board" (Type FRX-G) or "SECUROCK9S Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perilte or wood fiber or glass fiber or polyisocyanurate or pert ite/polylsocyanurate composite or wood fiber/polyisocyanurate composite, any thickness, mechanica'ly fastened or adhered with 'LRF Adhesive M" or 'TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in, bead or "GAF 2-Part Roofing Adhesive". applied as a nominal 2-1/2 in. bead with a maximum on -center spacing of 12-;n. or any UL Classifled insulation adhesive, applied per the manufacturer's installation instructions. Base Sheet: — One ply Type G2 "GAFGLAS(P #75 Base Sheet"or Tri-Ply® #75 Base Sheet" or "GAFGLAS(V #80 Ultima'" Base Sheet" or GAFGLASS StrataventO Na,lable Venting Base Sheet", fully adhered with hot roofing asphalt Ply Sheet (Optional): — Three or more piles Type Gl "GAFGLASS) Ply 4" or "Tri-Plyg Ply 4" or "GAFGLASS Flex Ply 6" or'Tri-Ply® Ultra -Flexible Ply 6', fully adhered with hot roofing asphalt. Membrane: — "RUBEROIND Mop Granule" or "Intec Flex PRF" or Tri-Ply® SBS Granule" or "RUSEROID® 30 Granule' or "RUBEROIDN 30 Granule FR" or "RUBEROID® Mop Smooth' or "RUBEROID(t Mop Smooth 1.5" or "RUBEROIDS Mop Plus Smooth" or "RUBEROID® Mop Granule FR" fully adhered with hot rooting asphalt or "RUBEROID(& HW Granule FR" or "RUBEROID(+ HW Plus Granule" or "RUBEROIDS HW Pius Granule FR" or "RUBEROIDiD HW Granule" or "RUBEROIDS HW Smooth", torch applied. Coating: — "United Coatings'" TOPCOAT6 EnergyCote'" Roof Coating" applied at a rate of 1/2 to 1-gal./100-ft.2. 62. Dock: C-15/32 Incline: 1/2 Barrier Board: — Minimum 1/4-In. thick Georgia-Pacific Gypsum LLC "DensDeckO Roofboard* or "DensDeckg Prime Roofboard" or "DensDeck$ DuraGuard'" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKZ Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board' (Type SGMRX), mechanically fastened with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polylsocyanurate, periite/polylsocyanurate composite, wood fiber/polyisocyanurate composite, any thickness mechanically fastened or adhered with any UL Classifled insulation adhesive.