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RF-18-1812Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: 7/3/2018 Permit NO. RF-7-18-1812 } Permit Type: Roof t Work Classification: Tile PermitStatus: APPROVED Expiration: 12/30/2018 Parcel Number Applicant 165 NW 94 Street Miami Shores, FL 1131010330690 Block: Lot: PAULINE LOPEZ Owner Information Address Phone Cell PAULINE LOPEZ 165 NW 94 ST MIAMI SHORES FL 33150-2239 Contractor(s) T&S ROOFING SYSTEMS INC. Phone 305/265-2654 Cell Phone Valuation: Total Sq Feet: $ 13,500.00 1800 Type of Work: Re Roof Additional Info: RE -ROOF TILE Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Amount $500.00 $8.40 $4.13 $2.75 $2.80 $275.00 $9.00 $11.20 Total: - $813.28 Pay Date Pay Type Invoice # RF-7-18-68124 07/03/2018 Check #: 34802 $ 813.28 $ 0.00 Bond #: 3815 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abgVe-named contractor to do the work stated. Authorized Signature: Owner / Applicant` / Contractor / Agent July 03, 2018 Date Building Department Copy July 03, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-002304-2018 Permit Number. RF-7-18-1812 Scheduled Inspection Date: December 11, 2018 Inspector. Naranjo, Ismael Owner. PAULINE LOPEZ Address: Project: 165 NW 94 ST Miami Shores, FL Permit Type: Roof Inspection Type: Roofing Final Work Classification: Tile Phone Number. Parcel Number. 1131010330890 Contractor. T&S ROOFING SYSTEMS INC. Phone Number. 3052852854 LOUIS TOLEDO Building Department Comments RE -ROOF TILE Checklist Item General Comments Passed False Comments No ladder on site Passed r Faded Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until, re -Inspection fee Is paid. nspector Comments December 10, 2018 For Inspections please call: 305-762-4949 Page 5 of 30 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION El BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL PUBLIC WORKS JOB ADDRESS: City: Folio/Parcel#: Occupancy Type: 1h N t s-r Miami Shores 6 County: 6 iv Load: RECEIVED L 03018 e FBC20( Master Permit No. lal-C( CJ�jV (� Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: Is the Building Historically Designated: Yes Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): V Ade / ' -e Address: \6 S ` 1 j City: � 1 r 1 e 9 State: li Zip: , Tenant/Lessee Name: Phone#: BFE: NO FFE: Email: Phone#: 3OU _Z/ - V 53 3 CONTRACTOR: Company Name: T- Address: City: Qualifier ame: State Certification or Registration #: DESIGNER: Architect/Engineer: Phone#: Address: Value of Work for this Permit: $ V) IS 00 Square/Linear Footage of Work: Phone#: Phone#: Type of Work: Description of Work: $ te: Cec ❑ Addition ❑ Alteration {c - r ( ❑ New City: Zip: —3-31 (12- Certificate of Competency #: State: Zip: Wo ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ - 4-D ' CO CCF $ CO/CC $ Scanning Fee $ Radon Fee $ - • DBPR $ `T. i 3 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 506• CD TOTAL FEE NOW DUE $ 3\ 3 ' .9 (Revised02/24/2014) 9(3.2B identification and who did take an oath. NOTARY Sign Prin Seal ********** APPROVED BY DANIEL PE tary Public - St Commission 1v Comm. Exoir ,e of Flo da C 444769 s Nov 3. 2 20 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT • The foregoing instrument was acknowledged before me this Signature CONTRACTOR The foregoin k strument was acknowledged before me this `,dray of ( J , 20 by 2 day of ( /(� , 20 4_, by 1 Y , who ispersonally known to Lai + S V, who is personally known to e or who has produced as me or who has produ'ced as identification and who did take an oath. NOTARY Si Pr nt: SIC r C atary Public - Stat, orida Commission x 69 My Comm. Expire . .2020 ******************************************************************** r? Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County wst Summary Report Property Information Folio: 11-3101-033-0690 Property Address: 165 NW 94 ST Miami Shores, FL 33150-2239 Owner GEORGE LOPEZ &W PAULINE Mailing Address 165 NW 94 ST MIAMI SHORES, FL 33150-2239 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 2 / 0 Floors 1 Living Units 1 Actual Area 1,464 Sq.Ft Living Area 1,137 Sq.Ft Adjusted Area 1,298 Sq.Ft Lot Size 9,300 Sq.Ft Year Built 1951 Assessment Information Year 2018 2017 2016 Land Value $204,349 $204,349 $204,349 Building Value $97,350 $90,341 $90,341 XF Value $1,454 $1,475 $1,495 Market Value $303,153 $296,165 $296,185 Assessed Value $94,039 $92,105 $90,211 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $209,114 $204,060 $205,974 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $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 6 PB 10-39 LOT 16 & W1/2 LOT 17 BLK 132 LOT SIZE 75.000 X 124 OR 12841-1142 0386 1 Page 1 of 1 Generated On : 7/3/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $44,039 $42,105 $40,211 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $69,039 $67,105 $65,211 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $44,039 $42,105 $40,211 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $44,039 $42,105 $40,211 Sales Information Previous Sale Price OR Book -Page Qualification Description 03/01/1986 $51,000 12841-1142 ISales which are qualified The Office of the Property Appraiser is continually editing and updating the tax rot. 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: https://www.miamidade.gov/propertysearch/ 7/3/2018 Sectict A/B i MIAMI•DADE COUNTYMI "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Miami -Dade County HVHZ Electronic Roof Permit Form Section A (General Information) Process No: AND S ROOFING 165 nw 94 st ❑ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: ❑✓ Mortar/Adhesive Set Tile 0 Wood Shingles/Shakes Roof Type ❑ New Roof 0 Re -Roofing 0 Recovering ❑ Repair ❑ Maintenance . •' • •. .... • Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what type?•'• Naturat • 1=t LPGX Low slope roof area (ft.2) Roof System Information Steep Sloped area (ft.2) 1800 Section B (Roof Plan) Total (ft.2) • . . .. .. . .. • . . . . . • .. • . Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers anc:btrfpw drains' Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location df paraDe ;. Perimeter Width (a'): Corner Size (a' x a'): • • • • • . . •• • •• • • • . v Shores Village BY DATE 111 1NCE WITH ALL FEDERAL 11LFS AND REGULATIONS ZONING DEPT [BLDG DEPT IAPPROVED REC1ETV-F 1 JUL 03 2018 i (06 NvOILI &t mom Lopez- S FL4 teP'(-( /8 .... ..1�. .. s717 . . • :'fit 3:... . •• . • • • • . •• • ... . • • • • • • ... • • • . . at ,5T ti)e 1. Svctem 13 "Delivering Excellence Every Day" Roof System Manufacturer: Notice of Acceptance Number (NOA): 16-0711.05 it Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): iNiiami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System BORAL ROOFING LLC P1: 39.1..._ .. P 2: 1168.1 P 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 31_3 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable We) in the text box. Roof Slope: Roof Mean Height: "/12" 115 ft. Method of Tile Attachment: 11--Adhesive, 2 Small Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: li_3" face 24 ga. _ --Galvinized Metal-T-1 [1 1/4 RS NAILS Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- Deck Type: -5/8" Plywood-- Dill Optional Insulation: . . . . . . • .. Optional Nailable Substrata;. .. • . . . ..• • Optional Nailable Substrate Attachment: •. L • • . ▪ . . Basesheet Type: • . . .. . 30 ASTM TYPE II Fastener Type for Basesheet Attachment: 11 1/4 RS NAILS 6" OC AND 12" FIELD Tile Underlayment (Cap Sheet ) Type: TILE SEAL Tile Underlayment Attachment Method: SELF. ADHERED Tile Profile: 'SAXONY 900 M t Section E ,t .MlAL l.D E1 i UDoliveriflg E ce1!ei;,rn Every D y" Miami -Cade County F1VHZ, Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1:�39.1 x? P2:168 x P 3: 1100.7 x� .315 .315 1.315 12.31 121.45 31.72 - Mg: - Mg: - Mg: 7.62 7.62 7.62 = Mr1: = Mr2: = Mr3: 4.69 13..83 124.10 _ 31.3 31.3 31.3 31.3 NOA Mf NOA Mf NOA Mf • s for F' with the values for Fr. If the F' values are greater tty�•or; qual to • t1iil values, ins • .1. Compare the value • ••• •• For Uplift based the systems use Method 3. • each•area of the roof, then the tile attachment method is acceptable. • • = Fr1: • NO•. • • • • _ x w: i . W. WV: • • • • Description Design Pressure Mean Roof Height IRoof Slope Aerodynamic Multiplier Method 3 "Uplift Based Tile Calculations Per RAS 127" - W: xcos 0: x cos 0: x cos 0: = Fr2: • =Fr3:ED � •�0/:: • • • •• • Where to Obtain Information to complete tile calculations Symbol P1 or P2 or P3 H --- �Restoring Moment due to Gravity Mg Attachment Resistance iI Mf Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Fr W Average Tile Weight !,_ • Tile Dimensions Mr —I I = length ,,v = width Where to Find •• • • • • •• • • •• • • • • an engineer analysis prepared, signed and sealed by a professional I Table 1 RAS 127, •on ASCE 7. engineer based — Job Site Job Site 1 Product Approval (NOA)—' Product Approval (NOA) I Product Approval (NOA) _--1 Calculated . 1 Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) — ; 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. QI'' Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). • • • • • ¢. Exposed Ceiling: Exposed, open beam ceilings are where the undef,skte,Qf the roof ducting can be viewed from below. The owner may wish to maintain the architectural applaarwoae; therefor®, roofing nail penetration of the underside of the decking may not be acceptable. This,pm ides the 6/Agriof maintaining the appearance. • • • • • • • • • • • • •• • • ••• •• ••• •• 6. L Overflow scuppers (wall outlets): it is required that rainwater flow: ofto hat the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension mly block • • • discharge if overflow scuppers (wall outlets) are not provided. it may be necessarytyln$tall overjc w• scuppers in accordance with the requirements of Sections R4402, R4403 and R4413, • otavAL Owner/Agent's Sig ature Date 16s. N J 111 $� Property Addregs Revised on 7/9/2009 LD;07/01/2015; Con a, or Signature Date Permit Number lama Shores illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: �\Ne (_() Z 1 Property Address: 165 N Roofing Permit Number: I •• • • • • • • •• •• •••• •••• Dear Building Official: +2 certify that I arm not required to retrofit the roof wail vonnectiorls of my Date: •••• • • • •••• • • • •• • building because: • • •• • •• • • • • • • • • •• • •• • • • • The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.06'Piease attZrPtof of ad • valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this / . r df Notary Public, Sate of Florida at Large \ When the just valuation of the structure for purse of ad valorem taxation i equal to or more tha SFBC. Then you must provide a building applicati DANIEL PEREZ Notary Public - State of Florida Commission : GO 44769 My Comm. Expires Nov 3.2020 0,000.00, and the building was not constructed with FBC nor a 1994 on from a Genera! Contractor for the Roof to Wa connection Hurricane Mitigation. • Revised on 5/21/2009 V. -EI'4. ; .� ECONOMIC. RESOURCES (RER ) DEPARTMENT OF REGULATORY DIVISION BOARD AND CODE ADM NI NOTICE O' ACCEPTANCE (NOA) 1Bora1 Roofing, EEC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 regulations governing•the use of construction materials. The SCOPE: applicable rules and regl Dade County use - Control e Section to be This NOA is n sub issued underthe viJurisdictionProduct (AHJ). where allowed by the Authority Having documentation submitted has been reviewed and accepted by Miami. -of Se ' on used in MiamiDade County and ° Miami' County Product Control �r�.. • tt }gave this.••• reserve the rig' 4 in the acceded Dade County) ' NOA shall not be valid after the ABS(intiaroeas date ther than stated 1Vliami Dlow. The der 1 failsser e perfor$itg This and/or the HJ • • • • or • • pr(inoduct Miami Dade Co)unste quality assurance purposes. If this product of material revoke, e accepted • product or material tested for q tY and the AHJ may t to rev g; s ify, or2tnce, • erase of such testing meet tke • • manner, the use ofau h p will incur the material their jurisdiction. RER reserves the right Product Control Section that this �pr°duct or material Brit 14 . •.. • • suspend the use of such product or material withal • • if it is .determined by Miami Dade County • Cod2. • •.; applicable building code. ed to comply with the Florida Btuldmg • requirements of the and has been design • • product is approved as described herein, Code. • This Velocity Hurricane Zone of the Florida Building • the High • including • • •• • • • • • DESCRIPTION: Saxony 900 Concrete Roof Tile •• •• ufacturei's dame or logo, city, state and following Each twit shall bear a permanent label with the man LABELING: County Product Control Approved", unless otherwise noted herein. statement:"Miami-Daded after a renewal application has been filed and there has been no change RENE SAL of this NOA shall be considered the performance of this product. code negatively affecting p e in the in the applicable buildingproduct, • 11 occur after the expiration date or if thre hasObeen •revis endorsement of Y p section TERMINATION and of min NOA product or process. Misuse of thisl with any purposes shall automatically terminate this NOA. Failure to comply materials, use, and/or manufacture of the any other ptup f NOA for fortermination Florida, and of VERTISE ` i � NT a The NOA number isin literature. If any in its entirety. shall be provided to the user by the -manufacturer or its distributors and of this entire NOA p Official‘ INSPECTION: be availableaO�To A copy job site at therequest of the Building Offi shall for inspection at the a es 1 through S. This NOA renews NOA No.13-0723.05 and consists of pea. The submitted documentation was reviewed by Alex Tigera. J. S,,p portion expiration date may be displayed sales, advertising or 'on and removal o o � followed the Athis NOA shall be cause preceded by the words Miami -Dade County, then ito shall bye done rtion of the NOA is displayed, � din advertising r • • • l+/IIA I DADE COIJNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade. °vieconomv NOA] o.:16-0711.05 ExpiratioTt Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 • ROOFING ASSEMBLY APPROVAL Cate or : Roofing Suh� to a ; Roofing Tiles Material: Concrete beck T e: Wood 1• 'SCOPE 900 (Slate, Shake Split Shake) Concrete Roof Tile, as roves a system using Saxony r This NOA approves cations LLC in Lake Wales, FL and described this ° do not exceed the design pressure ion where theured pressure rl Roofingapplicable Building coon requirements, as determined by pp S 127 using the values listed in the mstallatiou S�• where compliance with RA •' • • values obtained by calculators in comp • • . • • • . herein. The attachment calculations shall be done as a moment based system.• • • • • 2. PRODUCT J[DIESCRPTION Prodd�it...' '....' Test IIDescri ••• . . manufactured by Specifications gh�p 5sure ext• • • • Apn�lic� Dimensions 1ensi� �� Flat profile, interlocking, TAS 112 ' Saxony 900-Slate Length =17 concrete roof tile with two n:��i°11s liFor direct t deck, • • S �' Width =13" mortar set or adhesive set •;pP • batten, • • thickness=glipreyture e�t�rud�d 1-5/32" TAS 112 Flat profile, interlocking, Length =17" concrete roof terile with two nail holes. For•diracd deck, Saxony Shake Width =13" Top • • Split batten, mortar set or adhesive set applications. rations: thickness=1-9/32" surface produced with 4 different configu 1. Complete tile brushedshown in drawing) 2. Right half brushed 3. Left half brushed 4. No brush extracted TAS 112 Flat profile, interlocking,high-pressure Wid hLength =17" concrete roof tile with two nail holes. For direct deck, Saxony 900-Shake Width =13„ applications. batten, mortar set or adhesive set a p thickness.=1-9/32`� �, boosted Barcelona, concrete roof Width: TAS-112 Accessory and rakes. Length: varies Trim Pieces Widthh: varies pieces for use at hips, ridges varying thickness NOA t o.: 16-0711.05 ira io1 Date: 04/26/22 Approval Date.: 09/29/16 Page 2 of 2.1 MANUFACTURING A`ACTVJ,9 �LL1V�Lr, LOCATION 21.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Identifier 94-084 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland. Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 7161-03 Appendix II & III Letter Dated Aug. 1, 1994 P0631-01 P0402 R1.894/R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 Test Name/Reloorrt Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Feb. 1�,9.5� Static Uplift Testing TAS 102 • • (2 Quik-Drive Screws, Direct e k) • • • Feb. •995 • • Static Uplift Testing re 2 Quik-Drive Screws, a 1995 Testis TA March, Static Uplift g "' • • • " (1 Qu ik Drive Screw, Direct Deck) • • • • • dvlarc • •• 99.5 • Static Uplift Testing TAS 102• • (1 Quik Drive Screw, Battens) Date May 1994 March, 1994 ( Battens) • S 102 Wind Driven Rain TAS 100 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 • 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 •. •. •. .. .. •Oct.l94 •• •••• • Dec.1991• •• • Aug. 1994 July 1994 Sept. 1993 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April April1999 09/01/16 06/29/16 • • • • • • • • � • • NOA No.: 1 6-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 078 • 3. LIMITATIONS applications, a static field uplift test shall be performed in accordance with 3.1 Foe oat or adhesivis e setrt le apph c bons,acceptance. 3.2 For wortto erform quarterly test TAS 106. Certified Laboratory P Code g 3 in acApplicord cel withttheservices, pe Miami -Dade Such testing shall be submitted to 'the Building in accordance TAS 1 � p Roofing Applications Standards listed Compliance Office for review. fiance with the applicable 3,� Minimum underlayments shall be in comp 3,5 30/90 hoottmopped tuiderlayment applications may be installed perpendicular to the roof slope unless stated literature. �tli ent material manufacturers publishedDements shall:be �oinl?haiice.Ai otherwise by the underlaym applications. Minimum deck req .. •• • • • 3.6 This acceptance is for wood deck app ••. • licable Building Code. • . the app •••• .... g berinstal�etl � �tnct 4. INSTALLATION SaSaxony 900S 119, and RAS 120.. • Shake & Split Shake) Concrete Roof Tile and its componen s • . • 4.1 Saxony (Slate,Application Standard• • compliance with Roofing PP . Attachment Calculations • 4.2 Data For A • • •• • • Width-w (fi) Tile Profile Tile Profile Saxony 900 Slate, Shake & Split Shake Tile Profile Direc Table 2: Aerodynamic Multipliers o 2, (ft3) (ft3) Batten Application (ft3) Direct Deck Application Table 3: Restoring Moments due to Gravity a Mg (ft-Ibf) - 6H:12°, 12a' Battens Direct Battens peck t Deck Deck F�1 7.16 Direct Deck Battens Direct Deck 7°':12" or greater Battens • Direct Deck NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: �0 9/29/f 6 Pa • Tile Profile Table 4: Attachment Resistance Expressed as Systemsa Moment Mechanically Direct Deck (min 15132" plywood) Fastener Type 2-10d Ring Shank Nails 1-10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Nails .#8 2 .#8 Screws Field 1-10d Smooth or Screw Shank Nail Clip 1-10d Smooth or Screw Shank Nail (Eave Clip (Field Clip 2-10d Smooth or Screw Shank Nails 2-10d Smooth or Screw Shank Nails (Eave Battens Cli• Attachment Resistance Expressed as a M(ft Adhesiveoment Mf � •• Table 5 .Set Systems • • • for Two Paddy M►n+tti Attac.l.ment Resistarm • .. • Tile Profile Tile Application Saxony 900 Slate, Shake & Split Shake per paddy 13.9 grams. d"" one -component foam minimum weight $ rams. See foam adhesive manufacturer's cromponent a• •royal for installation r' ere paddY 9 1 an TileBo 2 The Dow Chemical Sew AH-160 two -component foam, minimum weightP 3, ICP Adhesives Poly ft-Ibf - tance ressed as a Moment - Mf ( Table 6: Attachment le Paddy Adhesive Set Systems for Single Paddy Minimum Attachment Resistance Tile Profile Tile Application ICP Adhesives Polyset® AH-160 Two -component foam 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. Attachment Resistance Expressed a Moment = Mf(ytt-lfof ) Table 7: for Mortar Set Systems Minimum tt={chment Resistance Tile Profile Saxony 900 Slate, Shake & Split Shake 5 Tile-Tite Roof Tile Mortar Tile Application • • .. • • NOA No.: 16-0711.05 Expiration Date: 04/26122 Approval Date:. 09/29/16 Page 5 0f 8 • • • • • of the manufacturer's name or logo as detailed 5. LAAll icy roved". 5.1 All tiles shall bear the imprint or identifiable marking oduct Control Approved". below, or following statement: "Miami -Dade County LABEL FOR I.) ORAL SAxONY 900 TILES (LAICE WALES V.4 roTAVT) LOCATED UNDERNEATH TILE •.•• •.•• •.• •• • •. • • ••.• .••• .... •.•• 1B' ,DING PERT REQUIR EIVIENTS copies of the following: • • • • �, aniedby p •• •• •• •• Application for building pen -nit shall be accomp 6.1 APP licable • building �� in order ti• p • 6.1.1 This Notice of Acceptance. the Building Official or app • other documents required by • 6.1.2 Any tem. the installation of this system. • .. . .. _ . • properly evaluate • PROFILE DRAWINGS • • NAIL HOLES -UNDERLOCK 1 SAXONY 900 m SLATE 1-5/32" (Slate) COVERLOCK NOA No.: 16-07 a 1.05 i„ r.pira iOn Date: 0 /26/22 Approval. Date: ze: 09/29/16 Page 6 of 8 • • • NAIL HOLES PROFILE DRATINGS \``....---------------27.------- ..--.-----z.'" t'A',...''''' , ..:7-c-.7,---..------..7._-.F-..7--.:?. 17" Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXON' 900 - SPLIT SHAKE 13" • • • • . ..• • .••• . .... • . .. .. • • • • • • . ..• 1-9/32" (Shake) • • • ... • • •••• • • . • • .. .. • • • • .. • • • . • . • • . • • • • • NOA No.: I6-0711.05 Elk -Oration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 • 141M/11-DA UN t�: NAIL HOLES 17" "4.4r4VartrAVT fir` MIAMl•DAOE COUNTY P ROFILL DRAWINGS SAxo Y 900- SHAKE END OF TIES ACCEPTANCE 13" • •••• • • •••• • • .. .. • • • • • • • • ..• 1-9/32" (Shake) . • .. • • •••• • ••• •• .. • • .••• • ▪ • • . • • • ▪ .. • • .. • • .. . • • • • • • • • • • • • • NOA.l o.: 16-071 05 Expiration ; on Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 • ({[!C�,:t,'�1 ATORY AND ECONOMICRESOUia DEPARTl�NT OF REG�'CES (RER) ISTR.4TiON DIVISION BOARD AND CODE ADMIN MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room.208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidacle.aovloco n omv NOTICE OF ACCEPTANCE (NOA) Borg Roofing LLC• 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 regulations governing the use of construction Co Control Section tobe SCOPE: applicable rules and regu a Dade County RER This NOA is beinguissued under the Having R - Product (Con and other areas where allowed by the Authority documentation submitted hasbeenreviewed and accepted by product Control Section used in Miami Dade Countye Miami -Dade County expiration date stated below. The reserve the right to have this Miami Dade County) perform the accepted This NOA shallnotbe) and/or AHJ (in areas other than Mi Miami Dade County) assurance purposes. If this product or matey fails to rok mode or expense of such testing and the AHJ right to modify, i'acceptance, if product or material tested for quality jurisdiction. RER reserves the rig• the manufacturer wall moor the expwit their j duct or material fails revoke meet • • manner, roduct or matena .. • suspend the use of such p Dade County product Control Section that t is pr Code • • if it is detem�ined by Miami -Dade building code, ed to • comply nth the Florida �u��g This requirements is to applicable described and has been design .... .... as described herein, Code. • • • • • . This product approved Hurricane Zone of the Florida Building .... the High Velocity ' including• • • • • DESCRIPTION: BOI2AL TileSeal cit ,'s't2t' d following . �JESCRYP � ufacturer's name or logo, permanent label with the man ••• �: Each unit shall bear a P roved", unless otherwise noted herein. • • . • • • LABELING: product Control Approved", • •• • statement: "Mir -Dade County application has been filed and there has been lad• tinge ' affecting the Performance of this product. ���]�, of this NOA shall be considered after a renewal e in the code negatively in the applicable building product, occur after the expiration date or if therNOA ase an revision or of change isection mateTERMINATIONeanof m-thin NOA willl with any shall automatically terminate this NOA. Failure to comply materials, rise, and/or manufacture of the product or process. Misuse o t inaten , or any other purposes of is NOA advertising and followed Llade County, Florida, then of this shall be cause for termination and removal of N ids 1Vli.aml-displayed, T: The NOA nlunber preceded by the -words onion of the NOA is ADVERTISEMENT: literature. If any p bythe expiration date may be displayed in advertising • tributors and it shall be done in its entirety. ed to the user by the manufacturer or its distributors of this entire NOA shall request of the Building Official. INSPECTION: be available A copyob site a •1 ble for inspection at the � This rene ,, r7� ,�dr,+a�� :`J The submitted documentation was reviewed by Freddy J shall be avai a 1 through 4. wes NOA#13-1113.05 and consists of pages Uh1TY � PciT5�iII. NOA No.: 17-053 3.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 • • • ROOFING COMPONENT APPROVAL PROVAL Roofing Underlayment SBS Cate orv' �ll�r Material: IPRO UCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36" x 36' rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE DENCE SUJ3M[TTED Test A enc Underwriters Laboratories, Inc. IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technolog1es, Inc. PRI Construction Materials Technologies, LLC. MIAMI.DADECOUNTY Test SueC cation TAS 103 ASTM D 1970 Test Identifier R14610 02-012 NEI-006-02-01 NEI-008-02-01 NBI-045-02-01 NEI-053-02-01 NEI-076-02-01 NEI-034-02-02 product Descri tion SBS self -adhering asphalt sheet material with a whlass re -enforced polyester surfacing fabric; for u se as an underlaym g ent in sloped roof for u assemblies. Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) • • • .. • STMD 4798 & ASTM G • ASTM D 479 A5 • TAS 103 /STM D479 8 • • • ASTMD 1970 • • • • • .• - • • • .••. �= • 02/28/02 Q`.QZ;( 2 p7/3.01t2 08/08/07 :05101/08 •02/iah1 .02/29j13 • •• . •• • • • • • • • • • • • • NOA No.: 17-0530. a 0 Expiration Date: 07l3m8 Approval Date7 :g1 e 1 e/n • APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Wood, non -insulated is/or greater plywood or wood plank Anchor sheet mechanically fastened deck, a minimum 4" head lap anda e II. or ASTM D 2626 withcaps 6" o.c. at the a pa and One or more ecies of ASTM e ed2t6 deck roved nails and tin P 6" end lap mechanically of fastened fie of the roll. approved staggered rows 12' two Stagg ent with a minimum 3" head lap and minimum rolling the membrane to plies • of BORAL TileSeal Underlaym lied. Vertical One or lap. e parallel to the cave, rolling is me o" end maximum Place the first course e theembean P laps and laps axim TileSeal UnderlaymeIlt is acceptable. All end r m mn contact. Remove release membrane as the m modified m obtain T using an SBS m without t black the serolvaf ge areath BORAL without selvage shall be sealed under lap iJnderlayment shall be back nailed ps. stems BORAL TileSeal » o at the used in Tile roof systems tinca satama6 • •••••• 1�Iote: When' annular ring shank nails and P .... deck with approved inn exposed. • • • No nails or tin caps shall be exp •'a'�d Roof T!>�'ri Approved Adhesive Set Roof Tile Systems, Mechanically • and Asphaltic Shingle assembli�%•• • • • • • Approved for App e & Shingles, • • • • • • • ..•. • Metal Roofing, Wood Steak• •• ••••• .• 3a adhered. d d k membrane adh • . • • • • • • . •• •• • • • • •• • • • • •• • • • • • • • • • • • • NOA ale.: 17-0530.10 Expiration Date: 07/31/18 Approval DavT07/27/17 age 3 of 4 LIMITATIONS: compliance with art of this acceptance. requirements shall be in applicable applications. Minimum deck req fiance with app 1 • Fire classification is not p roofing PP This acceptance is forcprepared TileSeal underlayment shall be installed in strict comp 2. code. BORAL irregularities. applicable building clean and dry surface with deck free of irr but may be Building Code. lied to a smooth, a recover, ent shall be applied roof membrane as 3 BORAL TileSeal underlain ent shall not be applied over an existing 180 days of TileSeal llnderlaym ent. roof for' longer than 4. BOA' Base/Anchor sheet underlaym temporary ent shall not be left exposed as a temp applied over a roofing 5 BORA7, TileSeal underlaym eater than 6:12". .underlayinent shall be 6:12 when are loaded directly application' itch for BORAL TileSeal required on roof pitches tun roof proyal of this product with 6 The standard maxim derla ent; loading boards or Acceptance for listed approval 9. to the BORAL ep ed TileSeal un Yin Prepared Roofing system Product Control Notice of A P 7. Refer to p products. Acceptance listing specific prepared roofing p itches greater than 6:12". covering Notice of Accep If BORAL approved roof Acceptance. 8. Tiles shall be stored ond battens on too be used with any pp covering Notice of Accep e derla ent may component part of an assembly Having Acceptant (`'�:'� a�th BORAL TileSeal un nt to a comp Authority ro isd docum� tion is BORAL TileSeal ent is a request may be made to the A royal provided that aPP P .... deC ent r not listed, for approval and fire testing mope e R. . TileSeal un � product Control Department wind uplift resistance, g panels. Miami Dade County of the products, loose d�c: • • • .... • heads. Re -fasten any provided to detail carefully checked or protruding application. e dust an at the low point and work to the . to remove any e and Yoll from-th$ �n e n the membrane in the valley, start applications, center the membran • • g both directions: For ridge aPP t ter outward m vm sp • the surface, � . . Sweep thoroughly • . .. d t 1 compatibility f truding .... • .. • the ec • ecia; @lib lion o •• • • • • • • • ten th • outward in both directions. • • current Prod+u�ct•�ontrol• Roll or broom the entire membrane surface so as to have Ce �� Roof Assembly 12 complian overlap areas and penetrations in pressed i es, stacks, chimneys� Code. ent This target piece shall be 13. Nosh vent pipes, applicable Building of underlaym TileSeal underlayment Notice of lions or drains and altaped with a 6 piece of BORALarge protrusion to ensure a fight fit. A second layerCode and 14. All protrusions or drains shall be initially an SBS modified mastic. h the Florida Building inplace and formed around the p'accordance with applied over theere n shall have a and sealed usinge audit shall be quality assuran e or logo, city 15. All products listed herein shall have Code. of the manufacturer's name roved" Rule membranes 3 of the Florida Administrativethe impr t or identifiable markingft County product Control Approved" 1 membofnemanufacturing packanf sb ity,all am statement: "Miami -Dade16. Alfacility, and the following below • and state of Miami -Dade County Product Control Seal as shown below or the Miami -Dade County {M D'1;;D Nriia WPIIMPI from the100% contact with p oftg the Ynembr e 10. All nails in th deck shall be car d debris prior to appl high P deck thor 11 When applying END OF 11.S ACCEPTANCE • N,DA. No.: 17-0530.10 Explraflon Date: 07131/18 Approval Date: 07/27/17 'Page �'••cf 4 • MIAMIDADE COUNTY . :.o`er • 1VIIAIVO-D�E COIJIe1TY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 �,P���;; � 1vliami,Florida33175-247 4 �•,�yy�?��ai•��;� 786 315-2599 MARE: ,i M,, , . C RESOURCES 1 � R) T (786)31 Miami, F F ( ) NOTICE OF ACCEPTANCE (NOA) , REGULATORY AND,,y�vrv.ruamiciade.Qovleconom BORN NI) CODE RE STItATION DIVISION B® AND ADMINI 1CPA d� v4h street alants, Inc. 125 33065 Coral springs, FL. governing the use of construction Co Control Section to be SCOPE: applicable rules and regulations Dade Coimry RER Pr issued under the a P accepted by Mir- Having Jurisdiction (AHD. This NOA is being the Authority used Miaion submitted has and other reviewed areas and p Miami -Dade County Product Control section ami Dade Counts' areas where allowed by t to have this product used in Mi cation date stated below. The reserve right the This NOA shall not be valid after theh� �� areas other than Miami Dade County) serve the in the accepted manner, (� ate Dade Counts') purposes.. If this product or mate fails ttoy revoke, mhefa, suspend man the use assurance puc mayacceptance,if it e or material tested for quality expense of such testing and the A� right to revoke this rements incur the exp jurisdiction. RER reserves. the rig ...• is manufacturer will their j product or material fails to meet the req • • • • • determined such product or material within• ami Dade County Product Control Section that this the �lorid'a• .Builtl�ng Gode determined by Mi code. � 1 with .... .. ' of the applicable building and has been designed to comply • approved as described herein, Floridauilding Code. product is f the "" • ' This prodHurricane Zone o • eHighVelocity •••• •••• including ' ' • • . . Polyset® AH.-160 • • • • SON e tCp Adhesives Poly ,� mate anti iol2dwing • . DESCRIPTION: manufacturer's name or logo ts; • erinanent label with the man • •]LABELING' Each unit • shall bear a p roved unless otherwise noted herein. • • � ' Dade County Product Control Approved"; • statement: Miami- application has been filed and titre 1/as be :� �� � ange • 1NOA shall be considered after a renewal app product. RENEWAL of this the erformance of this p • the � the applicable building code negatively affecting P expiration date or if there has been a revision or changeproduct, for as n endorsement of any p manufacture oll occur duet the exp of this Faihue d rsemenomply tenth any oe uctn of �EA'I'�ON of this NOA roduct or process. �slthis NOA. maes, als, use, and orry otheof the shall automatically terminate advertising or any other purposes. sales, anon and removal of NOA. Florida and followed by the this NOA shall be cause for termin the words Miami Dade County, then it shall be done The NOA number preceded by portion of the NOA is displayed, I ADVERTISEMENT: mliterature. If any P expiration date may be displayed in advertising inits entirety the manlifactiirer or its distributors and provided to the user by copyof this entire NOA shall be p est of the Building Official. sNSPFCLIa�I�Te, A shall be available for inspection at the job site sts ofr ages through 11. This ubm renewsocume documentation was reviewed by Alex agesTige1. The submitted I - : i -"'� ' d 7-0322.03 ,-• r"` NOA No.: {lllAiv11•DAD22 Approval Date: 04127/I7 page I o lI E COUNT` R 1G CoM�'0„ ITT 1L APPROVAL: � 1+ Roofing Category: Roof file adhesive Sub Category: polyurethane Materials: ICP by Adhesives and Secants, Inc. as describe SCOPE: polyst® Ag-160 as manufacturedressure requirements, as determined applicable calculations in compliance with Roofing This approves ICI' Adhesives Poly systems using ICP this Notice of Acceptance. For the locations where esthdesign p h profile roof file � � pressure values obtainedb�y d hug p building code,Sn not RAS 1 the.For use with approved flat, low, Application Standard 160. Adhesives polyset® APPLICANT: BY A Product Description rR®DUCTS MANUFACTURED�.;,�,prsSons TestProduct ethane foam adhesive Product TAS 101 Two component polyurethane ICP Adhesives Polyset°M3-160 ICI' Adhesives Foam Dispenser RTFoam ICP Adhesives ProPael;® N/A N/A N/A Dispensing Equipment • . • Equipment • • • Dispensing • • • • • • • • • • • •.•• • • ••.• •.• • •. •• • • • • • • • •• 30 & 100 • OTREI�. NOA wjr�h list a{�j�nt • • • • • • ACTURED BY having a current • • PRODUCTS • �R®D 160 roof file adhesive. • _ de County product Control Acceptedes PoRoof AHe Assemb y • Any Miami Da Adhesives • ththeuseoflCP •• •• . ce values with • • resistance • • • MANITFACTURVG LOCATION: 1 Tomball, TX. Results DUYSICATL pR®PERTES )Prper Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transnvssion Dimensional Stability Test ASTM D 1622 ASTMD 1621 AS T M D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 1.6 lbs./ft.3 18 PSI Parallel 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1-Perm /Inch �2weeks +0.07% Volume Change @ -40° F ., 2 humidity' 2 +6.0% Volume Change@ weeks ASTMD 2856 86% Scat averag Close Note: e values as determined by d Cell Content i esetQd as rya utaou. listed above are preS al rnau��'"ac, �1ring v� i �t pti t e t r et are su j ed to 'BBor The pliysi�c�. ^ .. accepted �� a M test Le;no�r_s and i pPfJG COUNTY NlllaM • _ .� ,�, r � NSA No.: l7-fl32...03 Expiration D&e: D5/10/22 Approval Date: Page o 42�/17 • • EVIDENCE S ,:,MITTED Test A.genc Center for Applied Engineering Miles Laboratories Polymers Division Raintech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1PA 25-7438-3 25-7438-4 25 7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109.-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Reort TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108. ASTM E 84 TAS 114 ASTM D 1623 TAS 101 TAS 123 .Date ate 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 04/18/12 02/21«2. • .... ... . TAS 101 • 10/23/98* • .... .... • • TAS 101 •• .•.• 12/2$/98 • ••.• - • • TAS 101 • . • . • .••. • • . • • • • .•. •. • • • 03,GUZ/99. ..• • • • . • . • • • • for fire rating. LIMITATIONS: not art of this acceptance. Refer to the Prepared Roof Tile fileAssembly 1. Fire Ahevesclassificationis p S 120. Adhesives Polyset© AH-160 shall solely be used with flat, low, & Application Standard � 3. MP A compliance with the Roofing Polyset® p,H-160 roof file adhesive Minimum twderlayment shall be in comp Adhesives Poly 3' Mmm1 acquiring acceptance for the use of ICP Adli 4. Roof Tile manufactures acqQ Code and with their file assemblies shall test in accordance s withnce audit in accordance with the Florida Building 5 All products listed herein shall have Code. Rule 61G20-3 of the Florida Administrative NOA No.:,17-0322.03 Expiration Date: 05/10/22 Approval bate: 04/27/17 • Page 3 of 11 • INSTALLATIONassembly a current NOA that lists 1. ICP Adhesives Polyset° AH-160 may be e of ICP Adhesives Polyset® AH-160. g attachment resistance values with the Application section and the ein. e roof the assembly's adhesive attachment with the see value corre 2. ICP Adhesives Polyset© AH-160 shall be applied in compliance with the Component App resistance d he Adhesives Polyset® Details provideosufficient Roofm Application Standards RAS 127. The adhesive Adhesives Polyset® AH-160 shall sufficiennt attachment resistance to meet or exceedthe determined in compliance with Miami -Dade County attachment data is noted in the roof tile assembly NOA. Application Adhesives Polyset® AH-160 and its components shall be installed lidsnce with on and Maintenance ofinpplicat. 3. ICP A Operating Standard RAS 120, and ICP Adhesives and Sealants, pclic oor' approved and licensed by ICP Adhesives. and 4. Installation must be by a Factory Trained 'Qualified Applicator' applicators y to the authority having Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved 5. Calibration of the ICP Adhesives asives e quip meat is required before application do between the "A" component and the "B" component shall be maintained between eFoam Dispenser RTF1000 dispensing q p of any adhesive. The mix r CP 1.0-1.15 (A): 1.0 (B). Ives Pol et° AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or I 6. ICP Adhes Ys equipment only. •.... Adhesives ProPac1C° 30 & 100 dispensing qply to sunlight. • • • • • • • • • er ICP AQ�)esi�es • 7. ICP Adhesives Polyset° AH-160 shall not be exposed pml� beset within 1 to 2 minut�g �.. .. 8. Tiles must be adhered in freshly applied adhesive. Tile • • Polyset° AH-160 has been dispensed. weight shall be in acao'r$'d>ZGe with tkre. • • •' • 9. ICP Adhesives Polyset© AH-160 placement and minimum patty • generic tile profile requires the specific placement note�ile.ein. • 'Placement Details' herein. Each g •• .. .. .. • • .• . . . . . . . . ..• . . . . .. . • . . . . . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 • Q riC Tile profile Table : Adhesive placement For Each Generic Contact t Minimnre Paddy Area Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead . . . .. . . • ... . .. of e, LABELING: imprint or identifiable m'a�, � d„ or thC�liami products listed herein shall be labeled and shall bear County Product Control 4DDi ,. . All approved p logo and following statement: " • • • • • • . • manufacturer's name or Product Control Seal as shown below. Dade County • • • . • • • •• • • • • • • .• • • PERMIT •• . as IJEANTS �'D� building code in order to properly evaluate • the installation of this As required by the Building Official or applicable system • • • • • • • • • • • NOA No.:17 9322.93 tEXpiru i en Date: 05110122 Approval Date: 04/2747 Page 5of 11 • thr u ltpiastic.=��.�st D 4111:1 roqulri•d'r,.. ADti SIV PLACED/ENT DETAIL # 1 Flat/ fLOW profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 min) x 1" (25.4 mm) foam .,I paddy onto the u derlayment positioned as shown, under the strengthening rib closest to the overlook of the tile being set. 2. Continue in same manner. Insure eapproximately 17 (109.7 cm2) 23 (148.4 cm) ee contact with the underside of the tile. r:neattu Tay Nail tirvu jh p;a_ Iir coned Irrhen required ,Et: col?j `"—Fa vin Nig r.hT.pgli PIa sR fe„`c (ice^l Qt11et remar el C!'dsrlat�rr�L ^ 1 ..r` . 1, r:- CIr_,_irc YJ' 1'!p"ESL2iy Medium Profile / Double Pan Tile at the eave course, apply a minimum 2" (50.8 ram) x 10" 1. (254 rim) x 1" (25.4116A foam (50.8 m paddy onto the underlay nt•P ihoneei sotto —cm • under the pan port) on •of e •fi•l• e •closeStta 'MA • • overlook of the tile being g4t:, • • • - manner, iiasuAe a Pam:. p ately 1? 2. Continue in same mama (109.7 cm2) — 23 (148.4 t j square inph a desive contact with the undersitlA ofthe tile.' • ••.: • • • • • • • • • • • • • • •• • • •• • • • • • •• • • • • • •• • High Profile / Single Pan Tile at the eave course, apply a minimum 2" (50.8ng mm) x 10 1. 0(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 overlook 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 Empiratioa Date: 05/10/22 Approval Date: 04/27/17 Page 6of11 • 9 • {_r.+a rrluirrdi Nail tnrmhplastic cement }when, required Upd�crtlfin n .• .,a;y t �`_1`."�-..'4• ---... 1 • ;. 7 in: y' -tan. `•k.t�_5 =::_-� ._. '`` 1� 1:2rs�Jffii = �k� a A_DRESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile at the eave course, apply a minimum 2" (50.8 l . Starting mm)x10"(254mro)x1 (25.4 rum) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) —23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 ram) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock ofth� file being set. • • • .. .•• - • 3. Continue in same manner. InsuUS'af5proximatelr10" ��'._-.•!'rag^-*C7naur' rz i . •••- on • (64.5 cm2) -12 (77.4 cm2) sq;a-relnch• . 1�9• ' contact with the underside of ▪ .... • - •.• •• Medium Profile / Double Pan Tile: • • 1. Starting at the eave course, ipplrm 2'?(50.8 • p3Qdy mm) x 10" (254 ram) x 1"(23.Z. en) • onto the underlayment positioned as showrunter the pan portion of the tile closest to the overlook of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm.) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlook of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) -14 (90.3 cm2) square inch adhesive contact with the underside of the tile. •• • (Instructions continued on next page) • • • • • .•• •- • NOA Ne.: 17-0322.03 Txpiy a t;on Rafe: 05/10/22 Approval Date: 04/27/17 Page 7flf11 • • AnF SWE PLACEMENT DETAIL # 2 (CONTINUED) atilal:rzu�3liptatAiee tneot - n,d�rl��i� ah I' )*Alto regralrE,11) `in. �L: ilauen<aptianal t• <<;k. ,jam_ '1Rj. MIAMIDADECOUNiV' 4 ,r,. flYBPRdVEFFf7 high Profile / Single Pail Tile 1. Starting at the cave course, apply a minimum 2" (50.8 min) x 10" (254 mm) x 1" (25.4 rnm) foam paddy onto the imderlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 crn2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 min) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown under t]le p n portion of the tile closest to $he Q9rlock of`thafile being set. .. . ... • • • 3. C ti ie in same manner. Insure approximately 17" • (109.7 cm on m 2) -19 (122.6 cm2a .. • ,s�>�� inch ac�hesi�e j contact with the underside be ale• • • • • • • ••• •• •• • •• • • • • • • • • • • •• • • • • • .• • • • • • • • • • • • • •• • • NOA No.: 17-0322. 33 Expiration Date:. 05/10/22 Approval Date: 04/27/17 Page 8 of 11 • • ADHESIVE PLACEMENT NT DETAIL # 3 Paddy ih_t enti e_: ]Nail dub ugh plasiecemenev a ?;? 'when requiredl, sl Battens sptionalA. �Ftt yam. NaFI tiarrugh plastic cement {vehatrequired) icy rya {43€[52-F w,� Paddy.lurder tile) single pad3y _ �'``� ontap:cftde < s� Fiat/Low prof Tile Sng]epeddytinder tile ?aadya6attiveep tiles] l Pa ddy innderti€e; Medium f rvii3gTila --EaeCilsnn 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x:4" S1.01.6 m x 1" (25.4 min) foam paddy onto thevndeilayme t Tist•below the second course line pOSttivetl foam paid* under the strengthening At TM flat tile, ortmder the pan portion of the tile, closesnce the -iraab$bGk for • the second course tile to in Insure• • approximately 8-9 in2 (51.kt $•1 cm2)•Qfaadhesive contact with the underside.af.tlle tile. • • • • •• • • • • (Instructions continued on nex11;tag2) • • •_ • • • • • •• • • • NOA No.: 17-0322.03 Expiration Date.: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 • p r top Oa ADHESIVE PLACEMENT DETAJL # 3 (CoNT MED) NailIhroughplask c -. Sngle paddy under Vie - flatten requiyedj r Ns.,./ / •ti,. ~Pad dy Iberwa-antitasl�.`5"t4' 1 Hattsns c.. optional \ . . w.,f.I a Sj'i i 5r@�ClEp3dt���, � I' `y on EIndidayrnETiiNZ. rr_,r ' ,j__-ter 4xten. Paddy (undertilel r •r silt* 2x4in • r ti. t�f don • r MIAMI•DADE COUNTYMEM • t 1jl fr `Fasdn Rafe dcrsure Drip edge High Preijfelite 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/a" (19 mm) paddy on top of the cave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm') -11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm?) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • • • • •• • • • • • • • • • • • I • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • •••• • • • • • • • • • • • • • •• •• • • • •• • • • • • • •• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 • • • • • • .. • • • • • 1) Place enough adhesiVeto achieve 65 to 70 sq. in. in contact with the pantile. 2)Turncovef3upside down. Place adhee.sive in to 1 in.from outside edgeof 'Then instal( the tile.Ensure20 to 25 sq. in. contact area. inderlayment v Eave closure (molar shown) • • • Weep •.FasciaHoa� • • • • • • • • • • • • an of tile save Bourse cover tile. Abut'tb second course of pamov�.op of an a d cover tiles are flush at eave line. pantites.insure eave • • • • .Two Pigte parcel - High profile Tile • ADEIESIVE PLACEMENT DETAIL TWO PIECE BARIPtEL Two Piece Barrel (Cap and Pan) Tile at the eave course, apply a minimum 2" 10"(50rti0.8mm)xm 1, Starting (254 in) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 min) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover) to le. Leave , (25.4 mm) from the outside edge 3/4" (19e of the tile, inward, free of foam toallow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a miimum of 20 (129 cm2) - 25 (161.3 cm2) square contact area on each side of the cover tile to away pan tile. Continue in same manner. any cured exposedfoam adhesive. Pointing of Steep.piteh applications (when required) Sheathing •••• • • • • • • • • •• • • • • • • •••• • • •••- •••• • • • • • • • • •• • • • • • longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 min) x 4" (101.6 min) nailers or the tie wire system using galvanized, stainless steel, or used.. copper wire and :compatible nails may be END 1 OF MIS ACCEPTANCE NOA No.:17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Pag' 11:os 11 r. t A