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RF-19-1973Florida International Engineering, Inc. FeIeEe 6175 NW 167 St., G-20, Miami, FL 33015 FLORIDA INTERNATIONAL Telephone: (305) 378-1991-Fax: (305) 378-1997 ENGINEERING, INC MSVff-1M0VATK N-INTEGRATION Miami -Dade Lab Certification # 07-0612.11-State of Florida ca #27273 ---------------------------------------------------------------------------------------------------------------------- SITE SPEGFIC INFORMATION Owner's Name: '/A 1 l >;17- K-T- Job Address: Ci 9 of t-� 5-- 9 01 Roofing Contra o --�Cp° x —(Z 4 Permit Num c 0 S — l ES I � G f Type of Tate: 02�.- - i- Approximate Roo '/- Slope: ,l ' l� Approximate Square Footage: ft , LPG ft2 Type of Access to Roof: ,_Ladder Other: _ Required Testing For 35 lbs.+ Testing Equipment: F.G.00 S im o Instrument Date Installed:roq1*2&-7-i� Date of Inspection: I -7 2 L ' 5> 2-o ------------------------------------ - - TEST RESULTS P= PASS, F= FAIL 1 r. � 1 1 ,® 1 � 1 1 •® 1 r. I I I •® I r, � 1 1 •® 1 ✓. � 1 1 •® ©ice®�2��®111��0�mlEi?� -------------------- ------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units or ft2 No. of Tests Perimeter 7. -11 pR 1, Field 1r 1P 9,0 I2, Corners ( g Hips & Ridges d 2 0 Florida mm MATE OF Q o.: 63 NAL nn111111W� �l1�I�Siili� �r??; t,'il�r�ll�;�11 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 09/11/2019 Location Address Parcel Number 999 NE 99TH ST, Miami Shores, FL 33138 1132060340271 Contacts Permit No.: RF-08-19-1973 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 03/09/2020 ALBERT & LIZA FERNANDEZ Owner CONTRERA ROOFING CORP Contractor 999 NE 99 ST, MIAMI SHORES, FL 331382568 ROBERTO CARLOS CONTRERAS Other: 7865649152 ALFERNANDEZ5R@YAHOO.COM 144 NE 26 ST, MIAMI, FL 33137 Business: 3053890228 contrerasroofing@bellsouth.net Inspection Requests: Description: RE -ROOF TILE (RE ROOF TO BORAL SLATE Valuation: $ 35,000.00 Inspec ion R9 "WEATHERED ASH" Total Sq Feet: 4,900.00 wj Fees Amount Application Fee - Other $50.00 CCF $21.00 DBPR Fee $5.25 DCA Fee $3.50 Education Surcharge $7.00 Roofing Fee $300.00 Scanning Fee $9.00 Technology Fee $8.75 Total: $404.50 Payments Date Paid Amt Paid Total Fees $404.50 Check # 1117 09/11/2019 $354.50 Check # 1089 08/27/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 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 infor ' n is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authori a ve named contractor to do the work stated. - Authorized Signature: Owner / Applicant / Co ctor / Agent Date September 11, 2019 Page 2 of 2 .♦ Miami Shores Village R c I Er Building Department AUG 7 019 10050 N.E.2nd Avenue Miami Shores, Florida 33138 EY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. f — 08 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC OFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: —1 9 1 Iy A� . 9 "( S� - City Miami Shores County: Miami Dade zip: 3 313� Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): A ollder): `c ey� T NpA)a,t'Z Phone#: (D — clwl - I Address: s q "• 1E- -a1 q S L • 3 city: M'iaw• � s l�or IS state: 'FI ��r'� c� �1 zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company' Name: co Y-At% V n RW �.M a Phone#: (Bob S 73 - (C (po q Address: 't rC c% Lo S City: -w> m i State' F 16 i' 11 (4 Zip: 3 3) 3% Qualifier Name: �1 0b2r\-0 IAvkCS GC)MATe rig Phone#: State Certification or Registration #: CCL —0� 1 3 Certificate of Competency #: DESIGNER: Architect/Engineer: \ Phone#: Address: City State: Zip: Value of Work for this Permit: $ 3 C . 6nio Square/Linear F ge of Work: 4 Q O Type of Work: ❑ Addition ❑ Alteration El New Repair/Replace ❑ Demolition Description of Work: R 2 " OUJ— �-(� Qp,r 4 - `tales I `W tl��c� t✓�C S Specify color of color thru tile: " U% ea\ r ci A S � [bn-ryq L S I a le — Submittal Fee J Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Structural Reviews $ Bond $ G54. So 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 such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur OWNER or AGENT The^eging instru t was acknowledged before me this 4V day of 20by o (Qn who is personally known to me or who has produced as identification and who did take an oath. NOTARY P BLIC: n Sign: Print: Seal: Signature CONTRACTOR The foregoing instrument was acknowledged before(f a this day of ZO, by who is personally known to me or who has produced as identification and who NOTARY ;LIC: Sign: ;•,�a�—� �1 : I V Print: ELMM HSM WCM1011ON#FF1010 DPM -Ald 14, 2= 8ond�d iIYY Nalnr t�lo lMi1MwNN� Seal: an oath. NotlyPublic -State of Vda Commission # GG 44769 My Comm. Expires Nov 3, 2020 APPROVED BY _ ( &1 tr _ Plans Examiner Zoning ,- yHOftfy. F�ATDA Z .1� 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 AoodPaof deck Mg have to •••:• be renailed in accordance with the current provisions of Section R4403. (The goof -ck is neatly • • • 0 • concealed prior to removing the existing roof system). • •••••• 4. Exposed Ceiling: Exposed, open beam ceilings are where the L111 Ve of M TQoCdecicirlq • • • • can be viewed from below. The owner may wish to maintain the architectural apppearance; therefore, 000000 roofing nail penetration of the underside of the decking may not be acceptably, Thisiprovidps the optionpf •.: • maintaining the appearance. 000000 • • . • •• • • •• • • • . • 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. /Qarorfe gent's Signature Date Contractor Signature Date !jqq fox. grit. Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; ' A F.I.E. FLORIDA INTERNATIONAL ENGINEERING, INC. INSIGHT -INNOVATION -INTEGRATION August 6, 2019 City of Miami Shores Building & Zoning Department 10050 NE 2"d Avenue, Miami Sores, FL Florida International Engineering, Inc. 6175 NW 167 St., Bay G20, Miami, FL 33015 Telephone: (305) 378-1991-Fax: (305) 378-1997 Miami -Dade Cab Certification # 07-0612.11 State of Florida ca #27273 Re: Roof -to -Wall Connection for Existing Site -Built Single Family Residential Structure per 2017 Florida .•• Building Code (61 Edition), Retrofit roof mitigation Section 706.8.1 thru 706.8.1.7. ' NE Street, Miami Shores, FL Job Address: 999 991' •..:.. J , Areas Inspected: ••.�•. a • ••� Attic Roof -to -Wall connections were observed thru various soffit openings. Below, pi+e4se•note our ` • e ,•�•� ***a:* findings. r • 1. Wood framing members consisting of 2"x 6" Rafter/trusses @16"oc, Wood members apb$a 16 . . . . good condition. : ...... ' • 2. Existing STL straps to concrete tie beam nailed with 2- 4 nails one side at every truss shall be supplemented with Nu Vue or Simpson Tie's HGAM-10, or equivalent right-angle gusset fastened_, to TB with 4-3" x 34" dia. Tap cons within 4" of truss and 4-1-1/2" wood screws to one side of every truss for compliance with the minimum uplift capacity of +500 pounds as specified in the Florida Building Code Existing Building Manual Section 706.8 for site -built single-family residential structure. Gable ends, where occurring, shall be braced. At Owner's request the Roofing Contractor has provided the following information: Re -roofing contract price: $ 35,000.00; Cost of Retrofitting Corners (including engineer's inspection and compliance reports, permitting, remove & replace roof tiles at all corners and wood sheathing, as required. installation of retro-fit right angle gussets per instructions above, dry -in roof work, debris disposal & cleaning $ 6,935.00 Given the cost of retro-fitting exceeds 15% of cost to re -roof the Owner requests to be exempt per Section 706.8, Retrofit mitigation exemption rules of the 6' Edition Florida Building Code (2017). VMB Venkatesan,'P.E. #63107 V !"l 6 8/27/2019 Property Search Application - Miami -Dade County ,1 OFFICEOFTH PROPERTYAPPRAISER Summary Report Property Information Folio: 11-3206-034-0271 Property Address: 999 NE 99 ST Miami Shores, FL 33138-2568 Owner ALBERT FERNANDEZ LIZA FERNANDEZ Mailing Address 999 NE 99 ST MIAMI SHORES, FL 33138-2568 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,392 Sq.Ft Living Area 2,242 Sq.Ft Adjusted Area 2,916 Sq.Ft Lot Size 11,900 Sq.Ft Year Built 1940 Assessment Information Year 2019 2018 2017 Land Value $332,373 $356,528 $356,528 Building Value $202,954 $202,954 $60,886 XF Value $0 $0 $0 Market Value $535,327 $559,482 $417,414 Assessed Value 1 $363,109 $356,339 $209,864 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $172,218 $203,143 $207,550 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption j $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 8 PB 14-33 LOTS 23 & 24 BLK 170 LOT SIZE 100.000 X 119 OR 15687-0013 1092 1 COC 26257-2957 02 2008 6 Generated On : 8/27/2019 Taxable Value Information • 2018 • 2017 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $313,109 $306,339 $159,864 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $338,109 $331,339 $184,864 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $313,109 $306,339 $159,864 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $313,109 $306,339 $159,864 Sales Information Previous OR Sale Price Book- Qualification Description Page 02/01/2008 $475,000 26257 Other disqualified 2957 02/01/2007 $0 25456- Sales which are disqualified as a result of 1618 examination of the deed 12/01/2005 $725,000 24110- Sales which are qualified 3192 10/01/1992 $156,000 15687- Sales which are qualified 0013 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: I f % 1A Florida Building Code 6th Edition (2017) Ld High -Velocity Hurricane Zone Uniform Permit Application Form tj I y Ask mmwrft� Section A (General Information) Master Permit Number Process Number Contractor's Name C��-�1 S �V�7 IM&W U Job Address 7f ROOF CATEGORY EJZLow Slope ❑ Mechanically Fastened Tile 2-MI 'Ortar/Adhesive Set Tile Asphalt Shingles ❑ Metal Panels/Shingles ❑ Wood Shingles/Shakes Is there an existing Roof Top Solar System? ('> Yes (:_ j No Will it be reinstalled? () Yes No Are there gas vents on the roof? ('j Yes () No Type? 0 Natural • pOMPGX • � •' " • • • • ROOF TYPE •••'•• ❑ New Roof ❑ Repair ❑ Maintenance Reroofing ❑ RecoVaring0000 " • • . . ROOF SYSTEM ROOF INFORMATION . • • • • • • • • ..:..' Low Slope Roof Area (fe) i a o Steep Slope Roof Area (ft) Wo T4ta1 j1t;) • • ...... Section B (Roof Plan) 0 • • 0 : • • • • • Sketch the Roof Plan: Illustrate all levels and sections, roof drain, scuppers, overflow scuppers and overflow.&ains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locations of parapets. 123_01-4B 4/19 PERMIT.#: Miami Shores Villa e APPROVED BY DATE ZONING DEFT BLOG DEPT A6€JSJECT s O CCM"NCE WIM ALL FEDERAL STATE ANv LC,Ijki Y AUL S AND REGULATIONS IOOFASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA') System Manufacturer:. GAF Product Approval No.: Is.-�I� �2 Design Wind Pressures, From RAS 128 or Calculations: P1:42.8 P2:71.7 P3:108 Max. Design Pressure, from the specific product approval system: 52.5 Deck: Type: 1"X6" T&G E Gauge/Thickness:5/8" Slope:1/4 Anchor/Base Sheet & No. of Ply(s); N/A Anchor/Base Sheet Fastener/Bonding Material: N/A Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A 6 Base Insulation Fastener/Bonding Material: N/A I Top Insulation Layer: N/A Top Insulation Size and Thickness: _N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): GAFGLAS #75 Base Sheet Fastener/Bonding Material: 1114 IRS NAILS AND TIN GAPS PlySheet(s) & No. of Ply(s): GAFGLAS PLY 4 Ply Sheet Fastener/Bonding Material: FUI_I_ MOPPING=, Top Ply.- RUBEROID MOP GRANULE FR E Top Ply Fastener/Bonding Material: FI11I MOPPIN Surfacing: _ Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9 " cc @ Lap, # Rows 2 @ 9 " cc Perimeter: 6 " cc @ Lap, # Rows[ @ 6 " oc Corner: 6 " cc @ Lap, # Rows 4 @ 6 " cc Number of Fasteners Per Insulation Board: see • . .... Field Perimeter '..'. ; Corner•. ...... • Illustrate Components Noted and Q�000000. . • •gi• • • A pp licablp: i�.1r • • • • • • Woodblocking, Gutter, Edge TerminatjgrL Stripping, Fleshing,sees** Continuous Cleat, Cant ' Strip, Base•Fia s ling, Cotmferfl aching, Coping, Etc. see** ee** Indicate: Mean Roof Height, Parape-Wel';ht, Heighi of Lase ""' • Flashing, Component Material, MAferial •thickness, FAlener Type, Fastener Spacing or Submit VarVIturermi2elis that '. Comply with RAS 111 and ChapteFl 6 ` - • Is ; '***see et . • . • . . 00 • as • • t*i-S �,j rQ COOFASSEMBLIES AND ROOFTOP STRUCTURES 7; Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer:_ GAF Q Product Approval No.:, Design Wind Pressures, From RAS 128 or Calculations: P1:42.8 P2:71.7 P3:108 Max. Design Pressure, from the specific product approval system: 52.5 Deck: Type: 1"X6" T&G Gauge/Thickness:5/8" Slope:1/4 Anchor/Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: NIA Insulation Base Layer: N/A Base Insulation Size and Thickness: NIA B Base Insulation Fastener/Bonding Material: N/A Top Insulation Layer. N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): GAFGLAS #75 Base Sheet Fastener/Bonding Material: G 1114 RS NAILS AND TIN GAPS E PlySheet(s) & No_ of Ply(s): GAFGLAS PLY 4 Ply Sheet Fastener/Bonding Material: FI11I MOPPING Lt Top Ply: RUBEROID MOP GRANULE FR I Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Top Ply Fastener/Bonding Material: FULL MOPPING, M1 Surfacing: _i 16f co'c_+ Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9 " oc @ Lap, # Rows 2 @ 6 " oc Perimeter: 6 ° oc @ Lap, # Rows @ 6 " oc Corner: 6 " oc @ Lap, # Rows 4 @ 6 " oc Number of Fasteners Per Insulation Board: .... . . .... ...... Field Perimeter �.. : Comes. • . . ...... .. . ...... Illustrate Components Noted and QiA4%as Applicabje: Woodblocking, Gutter, Edge Termir+atina, Stripping, F6ashing, Continuous Cleat, Cant Strip, Base F(V, Ihg, Cogn1%gpthing, Coping, Etc. Indicate: Mean Roof Height, Par�p?rg+ght, g p pV e f Hei ght•of!Base Flashing, Component Material, ftKIPL Thickness, Fastener Type, Fastener Spacing or Submi;Manufpcturerb,.pEfcis that �. Comply with RAS 111 and Chapte16c P.�,s.M,+�N 7 ..A a � I . , i .n l MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). .... This NOA shall not be valid after the expiration date stated below. The Miami-Dade�Qunty Product • • Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami a4de.Counry)..'.' reserve the right to have this product or material tested for quality assurance purposes.1f."s product or material fails to perform in the accepted manner, the manufacturer will incur the exppse of such :@ stirw,,. and the AHJ may immediately revoke, modify, or suspend the use of such product or Mterial within • • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determinedly Viami-DatLp County Product Control Section that this product or material fails to meet the requir emeAtsof the • applicable building code. • This product is approved as described herein, and has been designed to comply withxhe Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • : . .... DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 15-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo. MIAMMADE COUNTY NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 1 of 67 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS® Ply 4 39.37" ASTM D2178 Smooth surfaced asphaltic ply sb"4. (1 meter) Wide reinforced with fiberglass mat. ' ....' .. . • . Tri-Ply® Ply 4 Ply Sheet 39.37" ASTM D2178 Smooth surfaced asphaltic ply Pe.t• .' (1 meter) Wide reinforced with fib'e'r' Ta's9 mat. • • . • • • • • GAFGLAS® 39.37" ASTM D2178 Smooth surfaced asp,, ftic ply sheel• .... F1exPly" 6 (1 meter) Wide reinforced with fil gg1gss mat.: • GAFGLAS® 475 Base Sheet 39.37" ASTM D4601 Smooth asphaltic Lase opbase/ r sheet p • • • • • • (1 meter) Wide .. .. J reinforced with fil ggjgs� mat. " Tri-Ply® #75 Base Sheet 39.37" ASTM D4601 Smooth asphaltic base o: base/ply sheet • (1 meter) Wide reinforced with fiberglass mat.: • • •.. GAFGLAS® #80 Ultima' Base 39.37" ASTM D4601 Smooth asphaltic base or base/ply sheet :"•'; Sheet (1 meter) Wide reinforced with fiberglass mat. • • • • GAFGLAS® Stratavent® 39.37" ASTM D4897 Smooth surfaced asphaltic perforated Perforated Venting Base Sheet (1 meter) Wide venting base sheet reinforced with fiberglass mat. GAFGLAS® Stratavent® 39.37" ASTM D4897 Smooth surfaced asphaltic nailable venting Nailable Venting Base Sheet (1 meter) Wide base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. Ruberoid® HW 25 Smooth 39.37" ASTM D6163 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a fiberglass mat. Ruberoid® HW Smooth 39.37" ASTM D6164 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a polyester mat. Ruberoid® HW Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Granule FR 39.37" ASTM D6164 Fire retardant granule surfaced heat- (1 meter) Wide welded SBS cap sheet reinforced with a polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced torch FR (1 meter) Wide applied SBS cap sheet reinforced with a polyester mat. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 2 of 67 Test Product Product Dimensions Specification Description Ruberoid® EnergyCapT' HW 1 meter ASTM D6164 Fire retardant granule surfaced heat - Plus Granule FR (39.37") Wide welded SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoten' Elastomeric Coating. Ruberoid® Torch Smooth 39.37" ASTM D6222 Smooth surfaced torch applied APP base (1 meter) Wide or ply sheet reinforced with a polyester mat. Tri-Ply® APP Smooth. 39.37" ASTM D6222 Smooth surfaced torch applied APP cap, Membrane (1 meter) Wide base or ply sheet reinforced with a polyester mat. Ruberoid® Torch Granule 39.37" ASTM D6222 Granule surfaced torch applied OPP tip (1 meter) Wide sheet reinforced with a polyester*mli'. ...... Tri-Ply® APP Granule Cap 39.37" ASTM D6222 Granule surfaced tprq4 gpplied4PF cap Sheet (1 meter) Wide sheet reinforced wi"4 }polyester mkt. • • • • Ruberoid® Torch Plus Granule 39.37" ASTM D6222 Fire retardant grarfl jg;V*rfacedZor chi. • FR (1 meter) Wide applied APP cap sbgg Wnforcg4•witt a • . polyester mat. • • .. .. • Ruberoid® EnergyCapT 39.37" ASTM D6222 Fire retardant grarCAep faced torah . • Torch Plus Granule FR (1 meter) Wide applied APP cap sheet r6nforcp�.Ny�th a • • ..:. polyester mat. C4 sheet is factory coated ; with TOPCOAT' !�ner&ote : . ". • • • • •..• Elastomeric Coating. Ruberoid® EnergyCap' 39.37" ASTM D6222 Fire retardant granule surfaced torch Torch Granule FR (1 meter) Wide applied APP cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCote' Elastomeric Coating. Ruberoid® 20 Smooth 39.37" ASTM D6163 SBS polymer -modified asphalt base or ply (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid® 30 Granule 39.37" ASTM D6163 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid® 30 Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid® 30 Plus Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid® Mop Granule 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Tri-Ply® SBS Granule Cap 39.37" ASTM D6164 Granule surfaced mop applied SBS cap Sheet (1 meter) Wide sheet reinforced with a polyester mat. Intec Flex PRF 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® Mop Smooth 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (1 meter) Wide sheet reinforced with a polyester mat. NOA No.: 18-0919.12 MAMI•DADEC0 j Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 3 of 67 Test Product Product Dimensions Specification Description Ruberoid® Mop Smooth 1.5 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (IImeter) Wide sheet reinforced with a polyester mat. Ruberoid® Mop Plus Smooth 39.37" ASTM D6164 Smooth surfaced mop applied SBS base or (1 meter) Wide ply sheet reinforced with a polyester mat. Ruberoid® Mop Plus Granule 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® Mop Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced mop FR (1 meter) Wide applied SBS cap sheet reinforced with a polyester mat. Ruberoid® EnergyCap' Mop 39.37" ASTM D6164 Fire retardant granule surfaced mop Plus Granule FR (1 meter) Wide applied SBS cap sheet reinforced with a polyester mat. Cap sheet is factory roa ted with TOPCOAT® tnergyCote' ' • • • ElastomericCoatirj� .`�.'. Ruberoid® Mop Granule FR 39.37" ASTM D6164 Fire retardant granvj:6 0 0 d mops (1 meter) Wide applied SBS cap sheetreinforce4with a 006006 polyester mat. .. Ruberoid® EnergyCapT°' 30 39.37" ASTM D6163 Fire retardant grantdQS4aced AwT Granule FR (1 meter) Wide applied SBS cap sl2eet'rtinforced wit;a fiberglass mat. Ca06 p s% I is factory coated with TOPCOAT® fnergyCote' ! • • • :. Elastomeric Coatu2s.. • : GAFGLAS® Mineral -Surfaced 39.37" ASTM D3909 Granule surfaced asphaltic cap 11aUt' Cap Sheet (1 meter) Wide reinforced with fiberglass mat. Tri-Ply® BUR Granule Cap 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet Sheet (1 meter) wide reinforced with a fiberglass mat. GAFGLAS®EnergyCap'" 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet Mineral -Surfaced Cap Sheet (1 meter) Wide reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT® EnergyCote' Elastomeric Coating. TOPCOAT® Membrane 1, 5 or 55 gallons ASTM D6083 Water based elastomeric coating. United Coatings' Roof Mate 1, 5 or 55 ASTM D6083 Water -based elastomeric coating TCM Coating Gallons TOPCOAT® 5 or 55 gallons ASTM D6083 Solvent based thermoplastic rubber sealant Surface Seal SB designed to protect and restore aged roof surfaces and to increase roof reflectivity. United Coatings' Surface Seal 5 or 55 Gallons ASTM D6083 Solvent -based thermoplastic rubber SB Roof Coating sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. TOPCOAT® MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer used to block asphalt bleed -through. United Coatings' Roof Mate 5 or 55 Gallons Proprietary Water based, low VOC primer designed to MB Plus Coating block asphalt bleed -through. NOA No.: 18-0919.12 MIAMI-DADE COUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 4 of 67 Test Product Product Dimensions Specification Description FireOut' Fire Barrier Coating 5 or 55 gallons Proprietary Low VOC, water -based fire barrier coating. Flex Seal' 1, 5 gallons TAS 139 Solvent -based elastomeric sealant. or 1 qt. tube VersaShield® Fire -Resistant 12" x 100' rolls ASTM D226 Non -asphaltic fiberglass -based Roof Deck Protection underlayment and /or fire barrier. VersaShield® Solo' Fire- 42" roll wide, ASTM D146, Non -asphaltic, fire resistant fiberglass Resistant Slip Sheet 100 ft. D828, D4869, underlayment D6757 Matrix" 102 SBS Membrane 3, 5 or 55 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Adhesive adhesive for modified bitumen roof • systems. • • Y • • •••••• • APPROVED INSULATIONS: •••• • •• • •••• • •• Product Name EnergyGuard7 Polyiso Insulation EnergyGuardi°' Tapered Polyiso Insulation EnergyGuarr RA Polyiso Insulation EnergyGuard' RH Polyiso Insulation EnergyGuard'T' RH Tapered Polyiso Insulation Table 2 "' • Product Description X;pyifacturer• (Witif Qirrent NOA) Polyisocyanurate foam insulation : • • .GAF • .• • . .. Polyisocyanurate foam insulation GAF '.; • Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation EnergyGuard' RN Polyiso Insulation Polyisocyanurate foam insulation EnergyGuard"'' Perlite Recover Board Perlite recover board EnergyGuard"'' Perlite Roof Insulation Perlite insulation board EnergyGuard'' RA Composite Polyiso Polyisocyanurate foam insulation Insulation with high density fiberboard or permalite Structodek® High Density Fiberboard Roof High density fiberboard Insulation SECUROCK® Gypsum -Fiber Roof Board Gypsum board SECUROCK® Glass -Mat Roof Board Gypsum board DensDeck® Roof Board Gypsum board DensDeck Prime Roof Board Gypsum board MIAWDADE COUNTY • 1 GAF GAF GAF GAF GAF GAF GAF Blue Ridge Fiberboard, Inc. United States Gypsum Corp. United States Gypsum Corp. Georgia-Pacific Georgia-Pacific NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 5 of 67 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill -Tee'" #12 Fastener Phillips head, modified #12 x 8" GAF buttress thread, pinch Max. Length point, carbon steel fastener #3 Phillips for use in steel or wood head. decks. With CR-10 coating. Available with a pinch point or drill point. 2. Drill -Tee'' #14 Fastener Truss head, self -drilling, #14 x 16" GAF pinch point, high thread Max. Length ."". fastener for use in steel, #3 Phillips • • • • • • wood or concrete decks. head. • ...... .. . ...... 3. Drill-Tec"'' XHD Fastener Truss head, self -drilling, #15 x 16" ...:.. GAF. pinch point, high thread Max. Length • • • • • • • fastener for use in wood or #3 Phillips • • • • • • • • • • • steel decks. Carbon steel head. extra heavy duty fastener • • • • used in steel decks. • . . . ...... 4. Drill-Tec'' 3" Steel Plate Round Galvalume® steel 3" Round . GAF.""' 0 0 • • • 0 stress plate with reinforcing ribs and 0 0 0 00 • • • • recessed for use with Drill - Tee' fasteners. 5. Drill-Tec'' 3" Standard Galvalume® coated steel 3" Round GAF Steel Plate stress plate for use with approved Drill-Tec'T' fasteners. 6. Drill-Tec'' ASAP 3S Drill-Tec'' #12 fastener #12 x 8" GAF with Drill-Tec' 3" Max. Length Standard Steel Plate. #3 Phillips head with 3" Round plate 7. Drill-Tec' AccuTrac®Flat A2-SS aluminized steel 3" square; GAF Plate plate for use with Drill- .017" thick Tee'' fasteners. 8. Drill-Tec'' AccuTrac® Galvalume® steel plate 3" square; GAF Recessed Plate with recess for use with .017" thick. Drill-Tec'' fasteners. 9. Drill -Tee'' 3 in. Ribbed Round Galvalume®plated 3" Round GAF Galvalume Plate (Flat) steel stress plate with reinforcing ribs for use with Drill-Tec' fasteners. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 6 of 67 EVIDENCE SUBMITTED: Test A2encV Test Identifier Description FM Approvals 3001276 FMRC 4470 3010215 FMRC 4470 3029832 FMRC 4470 3036980 FMRC 4470 3034312 FMRC 4470 3040738 FMRC 4470 3042887 FMRC 4470 3046081 FMRC 4470 3043633 FMRC 4470 1139A8.AM FMRC 4470 3B9Q1.AM FMRC 4470 3D4Q2.AM FMRC 4470 OD1A8.AM FMRC 4470 797-03221-267 FMRC 4470 797-10228-267 FMRC 4470 797-04694-267 FMRC 4470 797-03825-267 FMRC 4470 RR203450 FMRC 4470 FM Letter FMRC 4470 FM Letter FMRC 4470 UL LLC R1306 UL 790 IRT-ARCON Inc. 02-005 TAS 114-J 02-014 TAS 114-J Trinity I ERD C8500SC.11.07 ASTM D6862 G30250.02.10-2 ASTM D6222 G30250.02.10-3-R2 ASTM D3909 G31360.03.10 ASTM D6164 G32520.06.11 ASTM D1876 G33470.01.11 ASTM D6164 G34140.04.11-2 ASTM D6163 G34140.04.114-R2 ASTM D4601 G34140.04.11-5-R3 ASTM D4897 G36780.07.11-R1 TAS 114-J G40620.07.12-2 ASTM D6222 G40630.01.14-1 ASTM D6163 G40630.01.14-2A ASTM D5147 G40630.01.14-2A-1-R1 ASTM D6164 G40630.01.14-2B-Rl ASTM D6164 G40630.01.14-2C ASTM D6164 G40630.03.14 ASTM D5147 G43190.03.14-1 ASTM D5147 G43190.03.14-2 ASTM D5147 G43190.05.14-R1 ASTM D5147 G43610.01.14 ASTM D5147 Date O1 /28/99 03/01/01 05/11/07 08/14/09 04/09/09 05/18/12 11/14/11 02/13/13 01/20/12 09/04S1 O1/b8E08 04/� &9.7 04/01799 09/24/67 O1/35t1A - 06/17 09 . 07/14/(% 12/04/1*5 041:11.13 . 09/15/15 .. 08/2?Nl1S' 07/19/04 04/08/02 11/30/07 11/11/10 06/03/15 03/31/10 06/28/11 01/13/11 04/25/11 6/4/2015 6/4/2015 07/18/11 07/17/12 01/06/14 01/07/14 04/10/14 01/16/15 01/07/14 03/06/14 03/06/14 03/06/14 05/20/14 01/22/14 NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 7 of 67 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Date Trinity ERD G43190.11.13-1 ASTM D6222 11/15/13 G46160.02.15 ASTM D6163 02/12/15 G46160.02.15-2D-1 ASTM D6163 02/09/16 G46160.03.15 ASTM D6163 03/11/15 G46160.09.14-2A ASTM D5147 09/09/14 G46160.09.14-3A ASTM D6164 09/09/14 G46160.09.14-3B ASTM D6164 09/09/14 G46160.09.14-3C ASTM D5147 09/09/14 G46160.12.14-3E ASTM D6164 12/29/14 G6850.08.08 ASTM D6163 08/0 VO& G6850.08.08-R1 ASTM D6164 0444J11•0 G6850.10.08 ASTM D6222 • • 10/Qb/0�• G6850.11.08 ASTM D6222 "';' • 02/17/69' SC6870.08.14-R1 ASTM D3909 09/04/14 PRI Construction Materials GAF-122-02-01 TAS 139 4606 051WI06' Technologies, LLC GAF-245-02-01 ASTM D6083 ":": 06111TI0 GAF-276-02-01Rev ASTME2178 00 00 01/04/11 0 ASTM D6083 : • : GAF-306-02-01 ASTM E96 o . 0 0 071VII i" GAF-314-02-01 ASTM D2178 • • 08/23/l i • GAF-315-02-01 ASTM D2178 08/2YI I GAF-369-02-01 ASTM C1289 10/22/12 GAF-434-02-03 TAS 114-J 09/06/13 GAF-434-02-04 TAS 114-J 09/06/13 GAF-464-02-01 ASTM C1289 02/06/14 GAF-498-02-01 ASTM D6083 09/16/16 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-559-02-01 TAS 117(B) 09/30/14 GAF-559-02-04 ASTM D1876 10/01/14 GAF-559-02-05 ASTM D1876 10/15/14 GAF-559-02-06 TAS 114(H) 10/02/14 GAF-559-02-07 ASTM D903 10/02/14 GAF-559-02-08 ASTM D903 10/02/14 GAF-559-02-09 ASTM D903 10/02/14 GAF-559-02-11 TAS 114-J 10/14/14 GAF-559-02-12 TAS 114-J 10/14/14 GAF-559-02-13 TAS 114-J 10/15/14 GAF-559-02-14 TAS 114-J 10/15/14 GAF-559-02-15 TAS 114-J 10/15/14 GAF-559-02-16 TAS 114-J 10/15/14 GAF-559-02-18 TAS 114-J 10/15/14 GAF-559-02-19 TAS 114-J 04/16/15 Dynatech Engineering Corporation #4482.02.95-1 TAS 114-C 09/01/95 NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 8 of 67 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(1): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and -System Limitations shall apply. Fire Barrier: FireOuf' Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck Protection, (optional) VersaShield® Solo"' Fire -Resistant Slip Sheet, DensDeck' Roof Board, SECUROCK® Gypsum -Fiber Roof Board, or SECUROCK Glass -Mat Roof Board. Base sheet: GAFGLAS® #80 Ultima TM Base Sheet, GAFGLAS® Stratavent® Nailable Venting Base Sheet, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid®1-1WII Smooth base sheet mechanically fastened to deck as described*i %%vj • Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® Flex)�� t, GANA!M® Option #1: #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base s44� attached to , deck with approved annular ring shank nails and tin caps at a fd%gpef'spaci* 8f 9" o.c. at the lap staggered and in two rows 18" o.c. in the field. +.,... ... Not for use with DensDeck or SECUROCK Fire Barrier + • • • • • + • (Maximum Design Pressure —45 psf. See General Limitation'�1; • • Fastening GAFGLASO Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® Flex�ly` b* GAFjUAi® Option #2: #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base MWIs $ttachad to , deck with Drill -Tee' #12 Fastener or Drill-Tec' #14 Fastener and Drill -Tech %V- • Steel Plate, Drill-Tec' AccuTrac® Flat Plate or Drill-Tec' AccuTrac® Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS® F1exPly7` 6, GAFGLAS® #75 Base Sheet�Tri-Ply® #75 Base Sheet or Option #3: 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 GAFGLASI #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets Option #4: attached to deck with Drill-Tecn' #12 Fastener or Drill-TecT' #14 Fastener and Drill - Tee' 3" Steel Plate, Drill-TecT'd AccuTrac® Flat Plate or Drill-TecT' AccuTraca 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) Fastening GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® 20 Smooth, Ruberoid®Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-Tec' 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 18-0919.12 MIAMI•DADEC01 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 51 of 67 Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets Option #6: attached to deck with Drill-Tec" #12 Fastener or Drill-Tecr" #14 Fastener and Drill- Tec' 3" Steel Plate, Drill-Tec' AccuTrac® Flat Plate or Drill-Tec— AccuTraco 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 Pressure —75 psf. See General Limitation: #7) Ply Sheet: (Optional) One or more plies GAFGLAS� Plv 4� Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® FlexPly' 6, GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid® 20 Smooth sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. • • • • •• Membrane: One or more plies of Ruberoid Mop Smooth, Ruberoid Mop Spzdott 1.5, • • • • Ruberoid® Mop Plus Smooth, Ruberoid® Mop Granule FR, Ruberoid®Mop I%rahre, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF, , Ruberoid® W14kis Granule, Ruberoid® 20 Smooth, Ruberoid® 30 Granule, Ruberoid® Energy e, . 30 G=1C• FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, Mktibetoid° MbD Plus Granule FR in adhered in a full mopping of approved asphaftUj.�ied wiTiMm tl e EVT range and at a rate of 20-401bs./sq. , • • • • • • Or . . One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, • Ruberoid® Mop Plus Smooth, Ruberoid® Mop Granule, Tri-Ply4 9BS C* ranut-, dap. Sheet, Intec Flex PRY, , Ruberoid® Mop Granule FR, Ruberoid® Mop Plus• • • • Granule, Ruberoid® 20 Smooth, Ruberoid® 30 Granule, Ruberoid® EnergyCap' 30 Granule FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, or Ruberoid® Mop Plus Granule FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 601bs./sq. 2. GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. TOPCOATS' 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'S Membrane or United Coatings' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 52 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPlyn' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDeck® Roof Board or'/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 4. 5. 31 7 U 10. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq., or mechanicaUlr• • • • attached using the fastening pattern of the top layer : .' . ' •' • All'standard panel sizes are acceptable for mechanical attachment. When applieain � pprovad • asphalt, panel size shall be 4' x 4' maximum. ; An overlay and/or recovery board insulation panel is required on all applications.aw closed cell. foam insulations when the base sheet is fully mopped. If no recovery board is used the base cheat, shall be applied using spot mopping with approved asphalt, 12" diameter circles,644'62.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of tlid sheet allowMg a continuous area of ventilation. Encircling of the strips is not acceptable. A 6: b'ra*ak shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application if either syste'r?shal1 be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a nuWnJu : design pressure of =45. psf. .... Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener valu as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. Fastener spacing for mechanical attachment of anchoribase sheet or membrane attachment is base on a minimum fastener resistance value in conjunction with the maximum design value listed wi a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spa shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 calculations in compliance with Roofing Application Standard RAS 117. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sea by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consull (When this limitation is specifically referred within this NOA, General Limitation #9 wilI. be applicable.) All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination desigi shall conform to Roofing Application Standard RAS 111 and applicable wind load requiremen — -- The maximum designed pressure limitation listed shall be applicable to all roof pressure zone. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners} (When this limitation is specifically referred within this NOA, General Limitation #7 wig be applicable.) 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. END OF THIS ACCEPTANCE NOA No.: Expiration Dat Approval Dat Class A - Fully Adhered r- 1. Deleted. 2. Deleted. 3. Deleted. 4. Deleted, 5. Deleted. 6. Deleted. 7. Deleted. 8. Deleted. 9. Deck. C-15/32 Incline: 1/2 Barrier (Board Li rz : — One or more layers minimum 1/4-in, thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation O bona : — One or more layers perlite or glass fiber or 3/4-in. minimum or poly isocyanuneta or urethane or per] ite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1-1/2 in..minimum. •....• ...... Base Sheet: — One or more plies Type G2 "GAFGLAS Base Sheet" or "Tri-Ply@ #7%BAe$heet" Qr." VFGLAS@ • • #80 UltimaT'" Base Sheet" or "GAFGLAS@ ratavent@ Nailable Venting Base Sheet" or "G/�FGL.A� @ Str+9 av1i;rt@ • Perforated Venting Base Sheet" mechanically fastened or fully adhered with hot roofing asphhalt. • • • Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGv1(b•l1ex Ply 6" or "Tri-Plyu...: Ultra -Flexible Ply 6" fully adhered with hot roofing asphalt. 0000 • • 0 0 • Membrane,_ R "RUBEROID@ Mop Granule FR" or "RUBEROID@ Mop Plus Granule FR" or "X3eROID@ Ene*vq LpTM Mop••• Plus Granule FR" fully adhered with�ioio roofing asphalt. . •. •. • 000 • 00000 Coating.C��. — "GAF Fibered Aluminum Coating" applied at a rate of 1-1/2 gal./14W*ft;6 c �.: ...... •...�• n, ••• C r r t 10. Deck: C-15/32 Incline: 1/2 i i r ' �i .� . •..,.�i • ,.••... li Cr•!f •3t•I �,• Harrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific 6 vur; 8i : �:{LLC "DensDeck@ 9 • • • • Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum 1/44n.."Inlak Unitp!,Ic ; States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Ro`o?',3bprd" (T6vpS&MRX), s Insulation (Optional): — Perlite or fiber glass or polyisocya n u rate or urethane or perlite%I:cs —K;ocyanur&-^ti ezimpositet : c Base Sheet: — One or more layers Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #Flu,-S se Sheef .irs 1!'GAFGLA,1(Ptc #80 UltimaT"' Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "C4�GJ.AS@ Stratv,.e.n@ Perforated Venting Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tr( -Pi yffl BUR Granule Cap Sheet mechanically fastened or fully adhered with hot roofing asphalt. ` Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "�AFGJI_c&EIPx Ply 6': br` c "Tri-Ply® Ultra -Flexible Ply 6" fully adhered with hot roofing asphalt. c `, r s a c Membrane: — "RUBEROID@ Mop Granule FR" or "RUBEROID@ Mop Plus Granule FR" or "'KdBEfc0ID@,Bi—eergyCapT",,Mop c Plus Granule FR" fully adhered with hot roofing asphalt, e a I: 11. Deck- C-15/32 Incline: 1/2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). insulation (Optional): — Perlite or fiber glass or polyisocyanurate or urethane or perlite/polyisocyanurate composite, butt joints offset a minimum of 6-in, from plywood deck joints. Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet' or "GAFGLAS@ #80 UltimaT'" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6" fully adhered with hot roofing asphalt. Membrane: — One ply "RUBEROID@ Torch Smooth" or "Tri-Ply® APP Smooth", torch applied or "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" or "RUBEROID@ Mop Plus Smooth" fully adhered with hot roofing asphalt. Membrane: — "RUBEROID@ Mop Granule FR" or "RUBEROID@ Mop Plus Granule FR" or "RUBEROID@ EnergyCapTM Mop Plus Granule FR" fully adhered with hot roofing asphalt. 12. Deck: NC Incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard-" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G).or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — Perlite or fiber glass or wood fiber or polyisocyanurate or urethane or perl ite/polyisocya n u rate composite. Base Sheet: — One or more layers Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ 475 Base Sheet" or "GAFGLAS@ #80 UltirnaTM Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" mechanically fastened or fully adhered with hot roofing asphalt. Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System, Roof -System Manufacturer: Notice of Acceptance Number: ' D� 0 Sol Minimum Design Wind Pressures, If Applicable (From jR(jAS 127 or Calculations): P1: \_P2: b P3: Iy�'� .••••• Maximum Design Pressure •..•.• From the NOA Specific System)-, V • • • : • . • Method of tile attachment: J Roof Slope: :12 • • • • • • •••••• Steep Sloped Roof System Description • • • • Deck Type: L t \ 1I Ridge Ventilation? N Mean Roof Height: :1 Nip Ba fir: 4 0I4� astener ype & Spacing: I( . IV OC �2 dhesive Type ype Cap Sheet: is I Covering: & Size Drip F ) Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values . for Mr.with the values from Mi. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pi: z x — Mg:1 . 11C = K, L_ NOA A* I _� (P2: z iS = r� — Mg: — Mg. Z� NOA) 3 ?� I C = �7 . 0 = . 22 NOA lkit ) 3 Method 2 "Simplified Tice Calculation Per Table Below" ' ....' Required Moment of Resistance (n) From Table Below NOA IM " • Mr Required Moment Resistance* • Wool R — RoofSlope` IV 20' 25' .. .i35 • . 411'2:12 341t 36.5 3B.2 • • 4A�12 322 34A 36.0 • 409.8 4.12 30A 33.3 .. ,$ 5.12 23A 30.1 3.5 • 4%9 L 34.9 IL12 26A 28.0 29A 30.5 . : 7:12 24.4 25.9 2T.1 28.2 1 30.0 "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area -of the roof, then the file attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P;: zl: = z w:=_)—W: zcosB: = Fr,: NOAF' (P2 : I l: = _ z w: = _a — W: z cos O. = Fr2: NOA F' (P3 : z 1: = z w: = _) — W: z cds 8: = Fri: NOA F' Where to Obtain Information Description Sym,bol Where to find DesigaPttsme Pl orP2orP3 RAS 127Table I orby an engineering analysis prepared by PEbawdonASCE 7 Mesa Roof Height H Job Site Roof Slope g Job Site AmodynamicMuldplier NOA Restoring Moment due to GMVitY lds NOA Ariachrna t Resistance Mr NOA Required Moment Redslance Mr Calculated Mmimam A acbment FAmidanoe IF NOA RegWred liftiteaiatance Fr Calculated Avers eTile W. ' W NOA Tile Dimensions 1= kriga, w= width NOA All cakmWons most 1- submitted to the Bad'Badmg Official at the time ofpemiit application. MIAMI o J 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.miaWdad®gov/economv Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: ease 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 flVtipn to be • • used in Miami -Dade County and other areas where allowed by the Authority Having JurisdiLtib4TAHJ). " ' """ This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count3bl r`16ct Cony rot Jection � • • (in Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve t4� rags to hays hid •,;, • • product or material tested for quality assurance purposes. If this product or material fails to pei%uA in the achAted ...... manner, the manufacturer will incur the expense of such testing and the AHJ may immediately tovoke, modify, or • suspend the use of such product or material within their jurisdiction. RER reserves the right4to reveke thi, .VF:ptance' • • • • • if it is determined by Miami -Dade County Product Control Section that this product or material tft to mtet the :.... requirements of the applicable building code. : . ". • This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved", unless othei wise 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 revises NOA No.16-0711.05 and consists of pages 1 through 8. The submitted'documentation was reviewed by Freddy Semino NOA No.: 18-0509.17 MIAMI•DADE COUNTY ,..., , Expiration Date: 04/26/22. Approval Date: 08/02/18 Page 1 of 9 ROOFING ASSEMBLE' APPROVAL Category: Roofing Sub-Cateaory: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) 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 ..•Y attachment calculations shall be done as a moment based system. • 2. PRODUCT DESCRIPTION • • • • • • • • • • • • • • Manufactured by Test Prodwat. • Applicant Dimensions Specifications Descripti�� • • Saxony 900-Slate Length = 17" .... ... ..:..' TAS 112 Flat profile, interlocking, hig.4-p.9-jasure extra Width = 13" • • ... • concrete roof tile with two n"*s. For direct deck, .' thickness = 1-5/32" batten, mortar set or adhesivg set applications.+ ....:. Saxony 900 Length = 17" • • • . • • TAS 112 Flat profile, interlocking, hi -pressure extruded • • • • Split Shake Width = 13" concrete roof tile with two nail holes. Foi Ft deck thickness = 1-9/32" batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or -adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 2 of 9 2.1 MANUFACTURING ILOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Ageney Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Fe*4.1.995 Engineering Inc. (2 Quik-Drive Screws Direct Deck) ' • The Center for Applied 25-7183-5 Static Uplift Testing TAS 102.. % FeU W95 Engineering, Inc. (2 Quik-Drive Screws, Battensr • • • • • • • • • • • • The Center for Applied 25-7214-1 Static Uplift Testing TAS 102+' • • • March, 1995 :..+. Engineering, Inc. (1 Quik-Drive Screw, DirectDec%T V. The Center for Applied 25-7214-5 Static Uplift Testing TAS 10�:„:. Mid 995 ,,;,, • Engineering Inc. (1 Quik-Drive Screw Battens) • The Center for Applied Project No. '07025 Wind Driven Rain ...... Oct. 1994 .' Engineering, Inc. Test #MDC-77 TAS 100 % % • • • • % • Redland Technologies 7161-03 Wind Tunnel Testing '..' % Dec. J991 Appendix H & III TAS 108 (Nail -On) * • %.. o Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida CiAMI-DADE rr NOA No.: 18-0509.17 couN ..., , Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 3 of 9 PRI Construction Material COPO-002-02-12 TAS 101-10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 3 a LEMTATIONS 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 perforin 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 underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. •.•. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to.the rpof slople.ualels stated.... otherwise by the underlayment material manufacturers published literature. ' ..' .. • • 3.6 This acceptance is for wood deck applications. Minimum deck requirements S1i t M in coulplignce wiM * *:. the applicable Building Code. """ :....: .... . .. ..... 4. INSTALLATION ' .: ...... 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components sla be installed in strut. „• compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 12,0. ; ...... - 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length -I (ft) Width-w (ft) Saxony 900 10.9 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers -1 (ft3) Tile 1 (ft3) 1 (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 211:12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake & Deck Deck Deck Deck Split Shake 7.70 7.62 6.61 7.50 6.48 1 7.34 6.31. 7.16 6.13 6.95 NOA No.: 18-0509.17 MIAMI•DADE COUNTY ... , � Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19132" plywood) . plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or, Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8. 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 Clip 1-10d Smooth or Screw Shank Nail (Eave 19.0 19.0 Clip) 000022.1 • 2-10d Smooth or Screw Shank Nails (Field 35.5 •35.6 Clip)• • • •34.8 • 2-10d Smooth or Screw Shank Nails (Eave 31.9 ��• • • 32.2 Clip) • • • Table 5: Attachment Resistance Expressed as a Moment Mf (f4WA. ... . . for Two Paddy Adhesive Set Systems 000000 '.: Tile Tile Application film* Attachment Profile ResistaVd!c •' . Saxony 900 Slate, Shake & Split Shake Adhesive' 31.3 2: s•". 594 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond� one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. 4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 118.9 3 Two -component foam 40.4 4 DAP Products Touch N' Seal Storm 935 Bond 2 two -component foam 456 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. 5 Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams. 6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams. NOA No.: 18-0509.17 t•11AMWADE COUNTY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Sets 43.96 7 Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's game, or logo• ;g •detailed. . "Miami County Product Control Approved'..' below, or following statement: -Dade .. .' ...... .. . ...... . ...... . . . .... .. . .... . .. ..... ...... ... . ..... .. .. .. ...... . . . . ...... � • LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FT PLANTS •:: • 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 in order to properly evaluate the installation of this system. PROFILE DRAWINGS NOA No.: 18-0509.17 CKAMI•DADE-COUNTY E�piNOAration Date:-0509.27 Approval Date: 08/02/18 Page 6 of 9 NAIL HOLES r" UNDERLOCK I SAXONY900-SLATE ...... .. . 5/32" (Slate) NOA No.: 18-0509.17 MIAMI•DADEC OUNTY Expiration Date: 04/26/22 o } Approval Date: 08/02/18 Page 7 of 9 NAIL HOLES Q PRoFiLE DRAWINGS • • . yg Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAEE 1 9/32" (Shake) • r • • NOA No.: 18-0509.17 MIAMI-DADE-COUNTY Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 8 of 9 NAIL HOLES 01 PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE •• • 4 -9132" fi%&e3 •• •*:se .. *000% •*0 .. . . NOA No.: 18=0509.17 CMIAMI�,•DADE COUPITY A Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 9 of 9 P'll_AI"IIDARE r 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) ivww.iniamidade.eov/ecommmv 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 StVign to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicfion.CAHJ). '*** 0:0 This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyYrW& Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the Tilt to have thij • • • • product or material tested for quality assurance purposes. If this product or material fails to pta4Win the,a&4'Pted .. • • . manner, the manufacturer will incur the expense of such testing and the AHJ may immediatel.Xroke, moclify, oa ..:..' suspend the use of such product or material within their jurisdiction. RER reserves the right io r-&Ace this acceptance; • • • • • if it is determined by Miami -Dade County Product Control Section that this product or materV fol to meet the • • requirements of the applicable building code. """ This product is approved as described herein, and has been designed to comply with the Florl Bo00 nding ode : • • • • 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 following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. T'ERAIINATION 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. NOA No.: 18-0502.03 MIAMI•DADE COUNTY ... � , Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asphalt sheet material with a 36" x 72' rolls ASTM D1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Boral Citadel Plus 36" x 72' rolls ASTM D1970 . . .... ...... SBS self -adhering asphalt sheet maV TVwith a • • poly film -facer; for us � � gad ply underlaymenl • in sloped roof assemblies... .. ; • • • •; MANUFACTURIGN LOCATION: .... . .. ..... ...... ... . ..... .. .. .. ...... 1. Brentwood, NH. • • • • • • . • 2. Houston, . . . . ...... .... • EVIDENCE SUBMITTED: • • • • • • Test AZencv Test Identifier Test Name/Report Date PRI Construction Materials OCF-356-02-04 ASTM D1623 07/25/18 Technologies, LLC. OCF-356-02-02 TAS 103 07/24/18 OCF-356-02-01 ASTM D1970 07/26/18 OCF-424-02-04 ASTM D1623 07/25/18 OCF-424-02-01 ASTM D1970 07/25/18 OCF-424-02-03 TAS 103 07/25/18 Trinity ERD BRLRF-SC16810.11.17 MIAMI•DADE COUNTY ASTM D 1876 11/28/17 NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIESe 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 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 ahtl 000 • ; • minimum 6" end lap. Place the first course of membrane parallel to tie eave, rollinIie •. ...... ...... membrane to obtain maximum contact. Remove the release membr"; Ko5•. . the mem cane is • applied. Vertical strapping of the roof with BORAL TileSeal Underloj>zent is ap;eptable. Ai.. • end laps and laps without black selvage area shall be sealed under lap ucidig an S89 modified..... mastic. • .... • • . • • • w . • • Note: When used in Tile roof systems BORAL TileSeal Underlayr&_ ehAll be bacrnailed to •. deck with approved annular ring shank nails and tin caps at a maxirjum • • • • • 1" o.c. 0 tiha side laps. No nails or tin caps shall be exposed. • • • • • • Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 15-0502.03 MIAMI-DADE COUNTY 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 logdeddirectly to the BORAL TileSeal underlayment; loading boards or battens are required on roofpi:chV*geater that! 6:12". • • • •; • 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed appro� �1 otthis proc�uotwith „• specific prepared roofing products. • • • ; • • 8. Tiles shall be stored on battens on roof pitches greater than 6:12". • see* • ; • • • • • 9. BORAL TileSeal underlayment maybe used with any approved roof covering Notice of Acceptance fisting • • BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acc*e"t�ee. If BORQ1, 600940 • 0 0 • TileSeal underlayment is not listed, a request may be made to the Authority Having Juri4dj�;�qji (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate2ocur$entation is. . • ..: • provided to detail compatibility of the products, wind uplift resistance, and fire testing reasult� r • • 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose Teclang pa&lo 6 .,veep • • 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, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 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 END OF THIS ACCEPTANCE NOA No.: 18-0502.03 MIAMI•DADECOUNIY Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4 MIAMI-DADS COUNTY h1!f.�RB�9lk PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) oNivw.nuaniidade.Qov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44t' Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). .... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Co1Ay.Pr`( uct C"* "trQl Section . • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve thg xigU to hArA0product..:, or material tested for quality assurance purposes. If this product or material fails to perform pia 49 -accepted manner, the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, gm& y, or s:,%eri4 the use • of such product or material within their jurisdiction. RER reserves the right to revokd"M accelTtantd, if it 19;•.. determined by Miami -Dade County Product Control Section that this product or material fail? V meet thi; rIqutemen" of the applicable building code. This product is approved as described herein, and has been designed to comply with ire Florida Bu ft- Coda • •: • including the High Velocity Hurricane Zone of the Florida Building Code. • . . . ....... •.. DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. v MIAMI•DADE COUNTY m , NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AR-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 Imo• • • • Adhesives Polyset® AH-160. 0 9606 PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPacke N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: . . ....... ... . ..... Two component polykiTetltane foam adhesive• • • • • . . . . . ...... Dispensing Equipment. ; • • • • • . . .. ...... Dispensing Equipment Product J1escription:' . 0. •• Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Proper Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to -rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @1580F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMI•DADECOUNTY Expiration Date: 05/10/22 1 Approval Date: 04/27/17 Page 2 of 11 41 EVIDENCE SUBAUTTED: Test Aaency Test Identifier Test Name/Report ]Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 •..• 02/AJ1$4 .... • • Polymers Division • • .. . . • • • .. • • • • 000000 Ramtech Laboratories, Inc. 9637-92 ASTM E 108 ""' • 04/3003 ; .... .. .... Southwest Research Institute 01-6743-011 ASTM E 108 • 0000 11/104 01-6739-062b[1] ASTM E 84 „:„: 0T71169i • : • : • Trinity Engineering 7050.02.96-1 TAS 114 0 03/14/96 0 0 0 0 ; P36700.04.12 ASTM D 1623 • 04AY/Tl • P39740.02.12 TAS 101 • • • • ' 0j/2 WU : 0 • • 0: TAS 123 0000 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof file adhesive with their file 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 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 1 If 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 4t Op ation Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Bdaltlet. • • • • • • • .00• 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed4yiCP Adlihivtj land • • •; Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators icy the authority havinj Jurisdiction. ••�••• �•• •. • • 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is w44ipe befolV• Tctio••: * • 'p0:.0 of any adhesive. The mix ratio between the "A" component and the "B" component shall be 1naintained j,-tweeV . • . • • 1.0-1.15 (A): 1.0 (B). • • • • •. • 6. ICP Adhesives Polyset` AH-160 shall be applied with ICP Adhesives Foam Dispenser RTFf000 o; IEP:. Adhesives ProPacO 30 & 100 dispensing equipment only, ' 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI•DADE COUNTY ...MM NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 0 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Rave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches -10 High Profile #2- 17-19 sq. inches • • Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at •.. �11 grams pe'r paddy .. head of tile 9-11 sq. inches at • • • • • , • overlap • • • • • • • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal • • • d-7 gramkper bead .. edge) 20-25 sq. inches each • • • • • • bead " ••• • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches �34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 MIAMI•DADE COUNTY ... � � Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT gDETAiL # I ik�tC ,ru��iapl'dseisc ,eaYt' Jia,tkJ}'iRsiiiez�lllitz^a y�d�8; r'3 F3�C�li{FFs"li� _•+�' �".•"� . L1fC� s cF tizz?l�l a,^�,'��"'° � �r _ - �•1��'"'•z �'� `£..'` EcraflnauF.d� „,�ylr_ ri" 'thil1hrough.;P[nkmrrierst i-When rewlreQ !L!'mdarlaftr..iSiF �fy yam.-`^ ~`-'- I#at#?:�ssoRSirnal �"'�- � '�'�:�,-r•}•---Y.�,+x �' -_'�4 •.�i.a it .- Flit-•- +r,'•- •`yi��'•�,,.-—'v:.!(�-may. '`+ter - ,(; yrtcC•`, - E3'fZ'flC311FC' use •f a-- _ Fascia MO MI•DADE COUNTY •.,w 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 apprQ"ately 17 (109.7 cm2) _ 23 (148.4 sm2) square i4t aAesive. • • • • • contact with the underside of t& tile. • • • • • • • • - •••••• •• • •••••• • 00000* •••••• •••• • •• ••••• •••••• ••• • ••••• • • • • • • • • • • • • Medium Profile / Double $au Tile • • • • • • • • • • •••••• 1. Starting at the eave course, apply a min mu . 2 • - (50.8 mm) x 10" (254 mni)Ox 1v (25.4u:n) foam :*Goo paddy onto the underlayment positionet�v shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 ,IJiwsr..rJyF �1 i54gjnejiE. :NOSR-0-6e lf; N EA t � :r gin �,.�� `•:`,_4. -~�.�: :. _ NKr;:- Ilaeta2 i 5 nal t •y+ _ `t ~' ' y~ kt:'T� f1.a• ems•. •. y :r• CMIAMI-DMADE COUNTY ,..., , . Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 nun) x 10" (254 nun) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm'-) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. _ 0000 _ • • •••• •••••• 2. At the second course, apply * imum N {5c:2mm) '. x 7" (177.8 mm) x 1" (25.4 wrqXtqpm paddy onto the• underlayment positioned as slhowi under t$e • • • • • • • strengthening rib closest to tteoWilock &&eetlle ..... • being set. � ••••••••• • • • ..... • 00 3. Continue in same manner. IrasUS Uproximat2ly 10" •, (64.5 cm2) -12 (77.4 cm?) square inch adleswe. "' • • • contact with the underside of 14e tie. . • • • • • Medium Profile / Double Pan Tile Starting at the cave 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 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 underlayment positioned as shown under the pan portion of the file 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. (7nst7-UCf077S continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL, # 2 (CONTINUED) �7ai1ctwmnelliprafgkszrt i �Ei�iCi5 FL•tjYllf-i:dj �''� ��dd�i.Q?rraalaTla7. •~ Yl r YY �. li y MIAMI•DADE COUNTY 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 file closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contaatmwith the underside of the tile. • •.. ...... 2. At the second course, apply a nummum 20`(510.8mmr x 7" (177.8 mm) x 1" (25.4 mm)O foam paddy onto the • • .. underlayment positioned aSOgvo under tl:g pan • • • • • portion of the tile closest tc tbe•4,, erlocl4"the+tile • being set. ..'..' '.: ...... 3. Continue in same manner, hasure lippro)j>U;lv 17" • • • • • • (109.7 cm2) -19 (122.6 cm.� squUe inelfadhesive : • • • •: 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 ADHESIYE PLACEMENT DETAiL # 3 Rat/Low Profile Fite -Medlurrt FrofflaTile 1. On the cave course only, apply a minimum 2" (50.8 nun) 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 file closest to the overlock of the file being set. Leave approximately 4" (101.6 mm) up from the cave edge free of foam to prevent the expand g4j dhesive from blocking the weep holes• Insure'.... • approximately 17-23 in's(dO. A148.4 om2) of adhesive contact with the "Iltrside o the the .... :. 2. Apply a 4" (101.6 mm) ,j 4�1'101.6 •• •• •w•.• mm) foam paddy onto tlfv%d2rlayme•nt ✓i *be PAbeloV0 6696 the second course line positioned foam paddy 's• under the strengthening lb for Ilat till or under tle. .. pan portion of the tile, clpse$t p the uncferl`ock for• the second course tile to b insfalled. fnpN • approximately 8-9 in- (51.6-58.1 cm2) 8f Mhesive contact with the underside of the tile. (Instructions continued on next page) Miaru•naoe COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 r ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) 1.2Z7iailEtii-on�h{ria�4i€�e�r�t-� Paddy ibatrvaJ.YlWes)Battens o�tio al Z +r�'+► Faddy fundai. iie} ==/r •3CUn c' j70E11TX„Ty"`t'�%! Eo-ae Laws � ' ' r V w f s °. � fascia Weephole 70 in in. ! Drip Ee dgsat>a P g- lfigh Orefile Til£ 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat the 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 afMe*pverlap and 7 (45.2 cm2) - 9 (58!1• cml}square A • •' •:' adhesive contact with th;"ujj;jside of; � et ale at • • r • the head of the tile. Cont7 A iu same mapner. • • • • • • •••••• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADIIESI V], PLACEMENT DETAIL Two PIECE BARREL Two Piece Barrel - high Profile Tile Two Piece Barrel (Cap and Pan) Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 min) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles frorn rocking until adhesive has a chance to cure. 000000 . . •.•• ...... Continue in same maWj�4 jngingt)vo%an courses up toward their Insure approximately 65 (419.440, 2 — 70 (a51.6 cm2) ; • • • • square inch adhesive co"taot with tie'und'ersider, of the pan tile. •••••• ••• • ••i•.' Turn covers upside down extosing the lmderside • • of the tile. Apply a mipimuln 1" (2;.a.IU6) x 1(7 0 0 "' (254 mm) bead of adh%tNt �fu-ectlxon t] a inner • • •.: edge of each side of the cover tile. Le:Ye' 0 • approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or - copper wire and compatible nails may be used. END OF TLUS ACCEPTANCE MIAMI•DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11