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RF-19-828Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 � Ih ilia , Issue Date: 04/22/2019 Location Address Parcel Number 78 NE 107TH ST, Miami Shores, FL 33161 1121360070100 Contacts Permit No.: RF-04=19-828 Permit Type: Roof Wont Classification: rite Permit status: Approved Expiration: 10/21/2019 AARON & KRISTEN FEUER Owner DESIGN HOME REMODELING CORP Contractor 78 NE 107 ST, MIAMI SHORES, FL 331617030 ANTHONY GERACI 290 NW 161 ST, MIAMI, FL 33169 Business: 3059492627 Description: RE -ROOF TILE ONLY Valuation: $ 14,750.00 Requests: Inspection 305-4949 Total Scl Feet: 1,500.00 Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $3.00 Roofing Fee $225.00 Scanning Fee $9.00 Technology Fee $6.88 Total: $309.76 Payments Date Paid Amt Paid Total Fees $309.76 Credit Card 04/16/2019 $50.00 Credit Card 04/22/2019 $259.76 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructioweN zoning. Futhermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date April 22, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village IV;';l Building Department 1 20'9 , p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC20 Master Permit No. Q � - ! —1 1 8 Sub Permit No. BUILDING ❑ ELECTRIC Og ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL Ej PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 19 N C (() s+ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ' 7,113 CQ - 00 7 - D (D D Is the Building Historically Designated: Yes NO X Occupancy Type: Re-S Load:, . Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): RArO►s) Fe V e ` - -E- W Phone#:79&- ZI +67z Address: 7$ N +e ( O tr 5+- City: N6 A S' \IOr'e S State: F l Zip: 3 3 l U 1 Tenant/Lessee Name: Phone#: Email: Feder corV1 CONTRACTOR: Company Name: �e5 IQ N Ckc�r%A Phone#: -7SLa 3O 1 O 8S� � Address: Z 4 O /V l!J La I Sjc- City: State: Zip: 3 3 lj Ls� Qualifier Name: A NoNY e-rA c i Phone#: '-?8 zP 30 ( O8-S? State Certification or Registration #: o 9 Certificate of Competency #: DESIGNER: Architect/Engineer: tJ 1} Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 7 S Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: /fie - -Roo-c -Ti t`e ON w ....-.aM....«ea:.,,,xa._.�,._<. ,...tn... &,.ra...+.`...:...d ,.w�". ,c�" w.,.�+.e.i�i%»�,.d* ."....:, o-.e .:,.i •.,.. r..„.,,. Specify Color of color thr tile: Submittal Fee $_ Gf i Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ 1 gV �e `—S CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) �` "� , Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if appl Mortgage Lender's Address City 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. Sign atur c2a;--7� OWNER or AGENT The foregoing instrument was acknowledged before me this L — day of D► 20 % Q , by !►reN IC�e V+e': who is personally known to me or who has producedas identifica ion n' who did take an PBLNOTARY I Sign: Print: ;. Seal Signature _ ` ' gmj CONTRACTOR The foregoing instrument was acknowledged before me this 1`Vt5 day of //�� l'�fit't` 20 1q by �. A,, lac .Jl/ 4-AC.( who is ersonally know o me or who has produced as Sign:_ Print: Commission p G 304563 Seal: Comm. Expires Fe 24, 2023 through National No0ilry Assn. /0 APPROVED BY G6 Plans Examiner and who did take an oath. A:3ERT SEARA �o Commission A GG 304563 9t My Comm. Expires Feb 24, 2023 Bonded through National Notary Assn. *************************** Zoning Structural Review (Revised02/24/2014) Clerk JJ 1 Florida Building Code 5th Edition (2014) . 1 P . High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section A (General Information) Master Permit No. Process No. �' 1¢ O Contractor's Name v eJ )w I 1 Job Address Q IQ ROOF CATEGORY 1 ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhe sive het Tiles J�Z ❑ Asphaltic Shingles ❑ Metal Panei/Shingles ❑ Wood Shing e5/Sha es V >_ ❑ Prescriptive BUR-RAS 150 rL C• z D ROOF TYPE ­ C) 0 J ❑ New roof ❑ Repair (! ❑ Maintenance Reroofing 0—Recovering C w If z ROOF SYSTEM INFORMATION r J 0 �, w }' ` a Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF) Total (SF) I I � ��� •: ice"©a • Section B (Roof Plan) •.. • .. • . • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and bterfaw drain'.anoiude dimes-* sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • 0 1 • . .. 1 OF • • ,. Noe -I kk • 1 1 1 - 1 1 1 .= 1 1 1 1 1 1 1 15.37 10:32:12 AM pursuant to License !Agreement. No further reproductions authorized. SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for'roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). r~ 4. Z Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain'the architectural appearance; therefore, roofing nail penetration of the underside of the decking may,not be acceptable. This provides the oeblion of • • • maintaining the appearance. ...... .... ...... 6. Af—Overflow scuppers (wall outlets): It is required that rainwater flog,,* o that the roof is not overloaded from a buildup of water. Perimetededge wall 'or other roof extensiam may bloc;Pjs •' ..... discharge if overflow scuppers (wall outlets) are not provided. It may be necessal ::M Zstall o j&flo , • • • • scuppers in accordance with the requirements of Sections R4402, R4403 and A413.' " • • • • • • • .... % Owner/Agent's Signature Date Contractor Signature 'per • 78 Ale 107"- S+ Aj4v,; Sl.W'o fnL Property Address j j 1 Permit Num Revised on 7/9/2009 LD;07/01/2015; Property Search Application - Miami -Dade County Page 1 of 2 OFFICE OF TEE PROPERTY Summary Report Property Information Folio: 11-2136-007-0100 Property Address: 78 NE 107 ST I Miami Shores, FL 33161-7030 Owner AARON M FEUER KRISTEN L FEUER Mailing Address 78 NE 107 ST MIAMI, FL 33161 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,325 Sq.Ft Lot Size 9,225 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 20181 2017 2016 Land Value $230,6381 $230,638 $198,007 Building Value $92,464 i, $92,475 $92,487 XF Value $1,543 $1,5561 $1,568 Market Value $324,645$324,669 $292,062 Assessed Value $192,2041 $188,2511 $184,380 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment i $132,441 $136,418 $107,682 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 3 PB 42-33 LOT 2 BLK 207 LOT SIZE 75.000 X 123 OR 15242-26 1091 4 Generated On : 4/12/2019 Taxable Value Information 20181 Q 17,1 2016 County : .'� .•.• **Soo Exemption Value $59y020��� $i0,add!• $50,4ty Taxable Value $14��0 Ll . $138,2411 $134,380 School Board • • "' ' • • Exemption Value $2,5� P- Q� r- $25,000 t2461I Taxable Value $169204� $1�Z,2�`1 �: $�5�9✓3 City------------ • Exemption Value $W,000� vi000E $50,Oa0 Taxable Value I $1421204; • $1484264 L 1:1M,�94 Regional Exemption Value 1 $50,0001 $50,000 $50,000 Taxable Value $142,204 $138.2511 $134,380 Sales Information Previous OR Book- j Price Qualification Description Sale i Page �— 27546- !Financial inst or "in Lieu of Forclosure" 11/04/2010 $178,000i 1394 istated 27243- 'Financial inst or "In Lieu of Forclosure" 03/03/2010 $65,100 3586 1stated 06/01/2006 1$440,000I 24643- (Sales which are qualified 1762 i j 23857- Sales which are disqualified as a result 08/01 /2005 $0 i 1 0337 (of examination of the deed 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 �..a ne��.,,;_n�ao r•.., .,�„ ,.,,o� r,�tia�+.. https://www8.miamidadegov/Apps/PA/propertysearch/ 4/12/2019 Version: Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: _a��Q. 10050 NE 2nd Ave t t Miami Shores, FI 33138 Re: Owner's Name: AWc)0 Mk 'Few e r Property Address:_ toe L a A S�ce s F I Roofing Permit Number: Apo t e 6 1'0<- 3,41 Lo , . •. Dear Building Official: • • 0 to** •....• •..• •....• I {(�fa� ever certify that I am not required to retrofit the roof "Ntfl'connections of my ;••••; building because: • • • • • • .... . ..... The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.40 Please aftacli ptoof of ad valorem taxation. to • c The building was constructed in compliance with the provisions of the Florida Building Code (Fp);or with the provision s... of 1994 edition of the South Florida Building Code (1994 SFBC) 0000 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. XR Sworn to and subscribed before me thi i day of -Dc 0 k ZCA� _ Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad v, SFBC. Then you must provide a building application from a > - ALBERT SEARA Notary Public - State of Florida moo: Commission M GG 304563 My Comm. Expires Feb 24, 2023 Bonded through National Notary Assn, is equal to.or more than $300,000.00, and the building was not constructed with FBC nor a 1994 for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 290 NW 161 st Street Miami, FL 33169 (888) 512-6411: Toll Free (305) 749-6657: Fax t••t r ROOFING CORP. Licensed Insured State Certified Building Contractor OCBC057069 Stale Certified Roofing Contractor OCCCO57409 A DMOon of Dwelgn Home Remodeling Corp. _ KEj':_/CM 1 y dame I'll: Tocchtaaer'a esa me: _"'off oat � , ►= c•uc' r CCII 1'h: la imhat"r's Adde1rs: 7 `? N e 1 0') 51 ];mail 1: Clq: scatct__C_L__ Z1 7' ) A/-' R 1 0 N Ere e (- o C P^ n , 1 C m. P: , , 1 Entail 2: r , LG�lN"F4tlQE�: s oP_� Iloo>=s; ," Remove old Roofing A Dispose of Replace Water Rotten Deck 100' only Type, Tin Tag B30 Felt F H IM �(�, • Tile Type �I" _0,rs ti t Install New Edge Metal ❑ Type 5 l—� New Lead Plumbing Stacks ❑ Color 2 Year Labor Warrantee CKMAV1 ❑ Turbine Fans ❑ Painting )L D ❑ Ridge Vents G ❑ Goose Neck Vents ❑ Gas Pipe Vents !J C, $.Extended 10 Year Warrantee A) O` L & yes Ic SPECIAL INSTRUCTIONS: T OOHS _ Fiberglass w/Granule eat_ R 1$ Install Modifi Sheet 0 Hydr p Waterproof System ap SheeUMalntenance 1 Year Clegg r•,Q n Ale, NOTICE_ TO VM -- (1) Design Roofing Corp. will not be responsible for checks Payable to an individual, all checks must be payable to Deslge RenBn .ern (2) Due to the volatility of insurance, material, fuel and labor costs, Design Roofing will only guarantee this price for IQ days. After 20 days, a 3% to 10% price increase may be applied l%'j • • • • Y DD Total Price•: • • •(1) Landscaping and sprinkler repairs are not included In the contract price and will be performed Down Payment • S oc �J • as "quested for an additional charge; 'aim- //-//',, • • • • (2) A three (3%) percent card charge shall be applied to all credit card payments: and On Start: ei LOrFCY • • (3) AD drawings, plans, permits and upgrades shall be subject to an additional charge, unless Indicated above. On Load: •95v (4) No painting under any circumstances. L C • Permit Fee: 4-6 • I• e e A. THE BALANCE DUE SHALL BE PAID AS FOLLOWS: • • see*** On Final inspection: 45 • ADDITIONAL. PROVISIONS • • • • • • •••• A. In the event that Design Roofing Corp. agrees to any time extension for payments to be made by Owner• an interest rate of per ann •v✓i1� ibplied to A h • • balance. Payments under this agreement shall begin thirty (30) days after the execution of this Contract. Any late payment shall bear inmresl er (12 �percrnTper annum tmQl• - paid. if any payment is more than five (5) days delinquent, Design Roofing Corp. has the right to reposseu any installed product, this right shall n•t•asva � limit any other • remedies available to Design Roofing Corp. • a a AA. In the event the work is complete and the balance is not paid within 5 business days, contractor has the fight to lien the property. The homkwner assumes all cdSts, • including attorney fee, cost of riling, and interest at the rate of 12%per annum from the date of original contract and all warranty is void. • • • • • • B. In the event rotten wood is located in the subject roof, this Contract shall include the replacement of water rotten wood ontr w&I stained • ( Mpod•is specifically excluded). Such replacement shall only cover the deck and fascia, up to one hundred (100) feet. Any termite damaged wood shall be replaced aften•rech dearage has been a issurveyed and additional cost Is steepled by Owner. Soffit wood will be installed at an additional cost of twelve ($15.00) dollars per foot. Soffit screem will be installeQ ate • exlenor of wood, at an additional cost of twenty (S20.00) dollars per foot. Installation of new gutters and replacement of down spouts will be performed at an additional cool • • • of fifteen (SI5.00) dollars per foot Any structural, rafter or truss replacement will be performed at the additional cost of thirty-five (f35.00) dollars per foot, plus any engineering and permitting fees. Fascia replacement at S9.00a per feet. C. No interior work is included, unless otherwise noted above. D. LIMITATION OF LIABILITY: Design Roofing Corp. shall not be responsible for any damage to the premises as a result of any storm occurring during the perfcmurce of this Contract or damage that occurred before wok started. '--- E. DISPUTES: In the event that any dispute shall arise between I , wt of the Slate of Florida and venue for such dispute shall be the county in which the premises an -FS 1 P' - nmeyt (us and costa secured by Design Roofing Corp. associated with such dispute, including (/ DRNER LICENSE CL SS t� o. is the extort cost any such dispute is resolved through litigation, the prevailing parry in such ai t y * `'7r F600-013-78 291-0 ab- F. %'ARRANTY: Design Roofing Corp. warranters that all materials fin ! AARON haCJiifl in a good and workmanlike man- ner. Said labor and materials shall be warranted Against structural and m ` Owner any additional manufacturer's warranties. s applicable. The liab FEVER 2oofmg Corp. agrees he assign to replacement of said defective wok. No work guaranteed m the event of » RE /arrest iT a is limited solely a the repair a reP !N MANIA 5"ORM FL 331f1.»39 Idavit: all warranties are voided- 0. FINANCING: To the extent necessary, Owner agrees to accq f s DOl C8 t tf» tax M any and all inatrument(s) and incur any and all obligations, which may be required by the lending altaprn cS tf.:DilsrOr 5�" H. BUYERS RIGHT TO CANCEL: This is a home solicitatio ^ leanres w 1t.2CIs mailing a notice to Design Roofing Corp. by either registered o co' map may A cc�«is agreement sby a ement tewaosr'r Y You Bm ed 8R � I. CONSTRUCTION INDUSTRY RECOVERY FUND: Payer - you lose money on a project performed under contrast where the loss results from specified viola co...,...•-,w...•,+E"' -. R yw w the Recovery Fund and riding a claim, contact the Florida Construction Industry Licensing Board . Coertractien Industry Licensing Board, 1940 Maur•e Sir, Tallahassee, FL32399-1089; Tel: SSO-187-1395. J. If Design Roofing Corp., is unable to complete the work specified in this contract by reawn of any goverrunental (local• state, or federal) requirement, ordinance or regulation of if Owner is unable to obtain financing, no penalty shall be invoked except for such costs that have actually been expended by Design Roofing Corp. However. if Owner refuses to permit Design Roofing Corp. to proceed with and complete the work specified herein. Owner agrees to pay Design Roofing Corp. 20% of the contract price plus all costs incurred to date. Said installation does not include moving, altering, repairing any existing installations, other part of the existing building,landwsping or painting unless otherwise indicated in writing. If governmental regulations or ordinances require any changes in existing installations, Owner agrees to have said changes completed (at their expense) within (S) days after notifications. If owner faits to have said changes corrected within such period, Design Roofing Corp, may complete the changes end Owner age to pay Desigm Roofing Corp. the actual cost plus 30t/* percent orDesign Roofing Corp. may choose to stop all work and Owner agrees to pay for all costs incurred by Design Roofing Corp., plus 20H. of the contract price. ID I 'III �bywd.*) Accepted by Can actor Rep esentauve/pea Scanned by CamScanner ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) I Roof System Manufacturer: CiD S I Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P1: LA • t P1: k O I i 1 1 Deck Type: ' Y. & t_ 1 Type Underlayment: �cJ,{. D _ Z Z� ¢ mo I 1 Roof Slope: 1 — 12 Insulation: I 1 i Ridge Ventilation? 13 A Mean Roof Height: 11 Fire Barrier: N Fastener Type & Spacing: i''y 0-0 1�IAa�.s fir'• • I.A A.. ...... Type Cap Sheet:A ( -�(p • • Roof Covering: U)m mA't l t I e• Type & Size Drip s Edge: 1114 RS.P�Il © 0 v 4c- FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10.32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 i 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 i 1 1 1 1 1 1 1 1 1 1 t e ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from K. If the M, values are greater than or equal to the M, values, for each area of the roof, then the the attachment method is acceptable. t Method 1 "Moment Based Tile C Iculations Per RAS 127" \ Mg: -17 = Mrt •M& Product Approval M, ev (P2; xll *Z=Z1-3Mg:!=M213•!S Product Approval M, (P31�3 xJ�� =3L"L- Mg: � = M,� Z3--3&[Product Approval M, fly` 1 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance' Mean Roof Height Roof Slope 15, 20' 25' 30' 40' 2.12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.94 6:12 26.4 28.0 29.4 30.5 6 32 7:12 24.4 25.9 27.1 28.2 • •30.9 ..•. 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward CqupV.9 and of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the values for Fr. If the F' are greprthem or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. •••••• •••• Method 3 "Uplift Based Tile Calculations Per RAS 127" • • ' • • • • (P1:_ x L _ = _ x w: = ) - W: _ x cos A _ = Fr, _ Product Approval F' : • • :' ; (P2:_ x L _ = _ x w: = ) - W: - x cos 0 - = F2 _ Product Approval F' ; .. • ; • (P3:_xL_=_xw:=_W._xcos 0-=F„_ Product Approval F' .•. Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS' 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier % Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) s I 1 1 Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Elieer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. MIAMI-DADE COUNTY M®�E 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/economy Crown Building Products of Florida, LLC 6018 HWY 72 Arcadia, FL 34266 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Bu}ldiUg Code including the High Velocity Hurricane Zone of the Florida Building Code. „ • .. DESCRIPTION: Windsor Roof Tiles • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logos•:ity,'state ithMib9lowirW, • . • 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 ant- erd has been•no change • in the applicable building code negatively affecting the performance of this product. • 0 : • • • : • • • • • • • • . • •• • ..... TERMINATION of this NOA will occur after the expiration date or if there has been a revision ot0it4rlge in t)•ie 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 consists of pages I through 8. The submitted documentation was reviewed by Juan E. Collao, R.A. • CtW-�� NOA No.: 14-1006.03 MIAMMADECOUNTY Expiration Date: 01/29/20 3 Approval Date: 01/29/15 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Windsor Roof Tiles, as manufactured by Crown Building Products of Florida, LLC as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Applicant Windsor Shake L = 17" W=13" H = 1.2" Thickness: 0.59" Windsor Split Shake Windsor Slate L=17" W=13" H = 1.3" Thickness: 0.59" L = 17" W = 13" H = LY Thickness: 0.59" Test Specifications Product Description TAS 112 Flat, interlocking, concrete tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 TAS 112 Trim Pieces L = varies TAS 112 W = varies Varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description Flat, interlocking, concrete tile equipped with two nail holes. For direct deck or batteneirtaid+on, mortar or adhesive set applioallons. • • • • • • • • • Flat, interlocking, concrete•tile+equippedavith two. • nail holes. For direct derlt of battenel nail -on :' • mortar or adhesive set adfitAtions.so • • • • . . Accessory trim, concretrompf pieces foruse at • • hips, rakes, ridges and Halley terminItiV ip ....:. Manufactured for each &le F?Qfile. 3MTM 2- Component Foam Roof Tile Two component polyurethane Adhesive AH-160 foam adhesive. TILE BONDTM Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Bonsal Roof Tile Mortar "Quikrete" Roof Tile Mortar, FL-15 Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. Premixed, pre -bagged roof tile mortar. Premixed, pre -bagged gray roof tile mortar. Manufacturer (With Current NOA) 3M Company The Dow Chemical Company Bermuda Roof Co. Inc. Bonsal American The Quikrete Companies, Inc. NOA No.: 14-1006.03 Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 2 of 8 2.2 MANUFACTURING LOCATION 1. Arcadia, FL 2.3 SUBMITTED EVIDENCE: Test AEency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Appendix III PA 102 & PA 102(A) Dec. 1991 7161-03 Appendix II PA 108 (Nail -On) Dec. 1991 Letter PA 108 (Nail -On) Aug. 1994 P0631-01 PA 108 (Mortar Set) July 1994 P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94-060A PA 101 (Mortar Set) March, 1994 Engineering, Inc. 94-084 PA 101 (Adhesive Set) May 1994 25-7094-2 PA 102 Oct. 1994 (4" Headlap, Nails, Direct Deck, New Construction) 25-7094-8 PA 102 (4" Headlap, Nails, Battens) Oct. 1994 25-7094-5 PA 102 (4" Headlap, Nails, Direct Deck, Oct. 1994 Recover/Reroof) 25-7183-6 PA 102 (2 Quik-Drive Screws, Direct Feb. 1995 Deck) •••• 25-7183-5 PA 102 (2 Quik-Drive Screws, Batterisl. ?&.. •1995 • • .... 25-7214-1 PA 102 (1 Quik-Drive Screw, Direct 15e4) MaIM,*l995 •, 25-7214-5 PA 102 (1 Quik-Drive Screw, B4=; . 1V1•arch, 1995 Project No.307025 PA 100 .... ,Oct.•1994 �....� Test #MDC-77 00000' :""' Celotex Corporation Testing 520109-1 •• PA 101 •• " • 0*60 Dec. ;998 ...... Service 520111-4 PA 101 :":': Mafth 1999 •. 520191-1 PA 101 UaS&I999-•'••• Walker Engineering, Inc. Calculations •' . . Aerodynamic Multiplier • . fvmer 2001 ' Calculations Moment of Gravity August 2007 Calculations 25-7094 February 1996 Calculations 25-7496 April 1996 Calculations 25-7584 December 1996 Calculations 25-7804b-8 December 1996 Calculations 25-7804-4 & 5 December 1996 Calculations 25-7848-6 December 1996 Calculations 25-7183 March 1995 Calculations Aerodynamic Multipliers April 1999 Calculations Two Patty Adhesive Set System April 1999 NOA No.: 14-1006.03 MIAMMADEC"TW Expiration Date: 01/29/20 �LIKMI Approval Date: 01/29/15 Page 3 of 8 2.3 SUBMITTED EVIDENCE (CONTINUED): Test A¢ency Test Identifier Test Name/Report Date American Test Lab of South RT0908.01-14 TAS 112 09/18/14 Florida RT0923.01-14 TAS 112 09/30/14 RT0923.02-14 TAS 112 09/30/14 RT0912.01-14 Restoring Moment 09/18/14 Aerodynamic Multiplier 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. • • • • 3.6 This acceptance is for wood deck applications. Minimum deck requirements :hall by in coft�pl?ance with* applicable building code. : �' • 3.7 All products listed herein shall have a quality assurance audit in accordanc we � he Fforida Building Code and Rule 61G20-3 of the Florida Administrative Code. • •."' . ...... .... . ..... 4. INSTALLATION ...... .... ..... .. .. . ...... 4.1 Windsor Roof Tiles and its components shall be installed in strict compliance.wr L.Roofing Application Standard RAS 118, RAS 119, and RAS 120. • . . . . ...... 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-1 (ft) Width-w (ft) Windsor Shake, Windsor Split Shake, 11.7 1.42 1.08 Windsor Slate Table 2: Aerodynamic Multipliers - Tile Profile A (ft) k (ft ) Batten Application Direct Deck Application Windsor Shake, Windsor Split Shake, 0.289 0.313 Windsor Slate NOA No.: 14-1006.03 MIAMMADE COUNTY Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 4 of 8 Tabl ring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Windsor Battens Direct B s Direattens Direct Battens Direct Battens Direct Battens Direct Shake, Deck Dec Deck Deck Deck Deck Windsor Split Shake, 8.27 8.26 8.19 8.1718.07 8.04 7.91 7.87 7.72 7.67 7.50 7.46 Windsor Slate ►I Table 4: Attachme esistance Expressed as a Moment - Mr (ft-Ibf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Windsor Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Windsor Split Shake, Windsor Slate 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 0 • **-A. 2-10d Smooth or Screw Shank 14.0 1& 4. Nails • • . • • • • 1 #8 Screw 30.8 8.2 ; • 2 #8 Screw 51.7 1-10d Smooth or Screw Shank 24.3 24!3.' '..•h.2 .. Nail (Field Clip) • • • • • • • 1-10d Smooth or Screw Shank 19.0 a9.0. ;•••QQ.1 Nail (Eave Clip) •..• : . 2-10d Smooth or Screw Shank 35.5 35.5 • • • 34.8 Nails (Field Clip) 2-10d Smooth or Screw Shank 31.9 31.9 32.2 Nails (Eave Clip) 2-10d Ring Shank Nails 50.3 65.5 48.3 1 Installation with a 4" the headlap and fasteners are located a min. of 2'/" from head of tile. NOA No.: 14-1006.03 Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, Windsor Split Shake, Adhesive Z 31.33 Windsor Slate 2 See manufacturer's component approval for installation requirements. 3 TILE BOND Roof Tile Adhesive; Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160; Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, 3M 2-Component Foam Roof Tile Adhesive AH-160 118.94 Windsor Split Shake, 3MTA° 2-Component Foam Roof Tile Adhesive AH-160 40.45 Windsor Slate 4 Large paddy placement of 45 grams of 31VI2-Component Foam Roof Tile Adhesive AH-160. see* 5 Medium paddy placement of 24 grams of 3M 2-Component Foam Roof Tile Adhesive M-160. 0 0 * 0 .. Table 7: Attachment Resistance Expressed as a Moment - MfItr-a j for Mortar Set Systems • • • • • Tile Tile ••••Attac men •• Profile Application ";"Resi$tatofe, Windsor Shake, ...... Windsor Split Shake, Mortar Sets 39.0 • • • Windsor Slate • 6 Seespecific mortar manufacturer's Notice of Acceptance . •• 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". WINDSOR SHAKE, WINDSOR SPLIT SHAKE, AND WINDSOR SLATE ROOF TILES (LOCATED ON UNDERSIDE OF TILE) NOA No.: 14-1006.03 MIAMMADE COUNTY Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 6 of 8 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS FASTENER HOLES • • •••• •••••• • •••• • ••••• •••••• •••• ••••• •• •• •• • •••••• • •..... 17" . . . . ...... . •••••• .• .. 13" 0000 WINDSOR SLATE MIAMMADE COUNTY NOA No.: 14-1006.03 Expiration Date: 01/29/20 Approval Date: 01/29/15 Page 7 of 8 Z, PROFILE DRAWINGS (CONTINUED) 13" FASTENER HOLES WINDSOR SHAKE WINDSOR SPLIT SHAKE END OF THIS ACCEPTANCE • • T NOA No.: 14-1006.03 MIAMFQADECOUNTY Expiration Date: 01/29/20 • Approval Date: 01/29/15 Page 8 of 8 MIAMFDIADE �`E: ;e:,T , MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoketflr?Arceptance, . .... ...... if it is determined by Miami -Dade County Product Control Section that this product or mate.d dal fails to meU t.the • • requirements of the applicable building code. ...... 0000 This product is approved as described herein, and has been designed to comply with the F14i&Building Code 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, ci#y; state and f-Dllowintg 0 0 0 statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereip. • • • ;. •..; • • • . .. • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This new NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 18-0502.03 MIAMI•DADE COUNTY Expiration Date: 08/02/23 l 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 material with a poly film -facer; for use as a mid -ply underlayment in sloped roof assemblies. MANUFACTURIGN LOCATION: 1. Brentwood, NH. 2. Houston, TX. EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies, LLC. Trinity ERD Test Identifier OCF-356-02-04 OCF-356-02-02 OCF-356-02-01 OCF-424-02-04 OCF-424-02-01 OCF-424-02-03 BRLRF-SC 16810.11.17 Y • •rs• Test Name/Report... ASTM D1621:.:*• TAS 103 : • : ASTM D 1974 • ASTM D 1623.- ASTM D1970 TAS 103 ASTM D 1876 .••• . • ...... • ••.•• .... Date•,:•.' . . d7/25/f9•::• .07/24/ 1$ ..:. • . • • V7/26/ I8 . •r•••• --Q7/25/t8 - • • •'07/25/ 18 07/25/ 18 11/28/17 NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 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 II or ASTM D2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval. (Optional): Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. YYYY .... YYYYYY Note: When used in Tile roof systems BORAL TileSeal Underlayiaadt shall be b'wlonailed too' deck with approved annular ring shank nails and tin caps at a maximar 4 2" o.c! nt the sides • • • • laps. No nails or tin caps shall be exposed. """ ' Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160,Vgg$4igically Fastened RppfYo' Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle' assemblies•' go**:* Y . . YYYYYY • • Y YYYYYY YY Y • YY Y f • • Y YYYY NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, 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 Prvcc*t Contr....l• • Notice of Acceptance and applicable Building Code. '..' : .... .' 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. ThisMTjdVpiece•9&l be pressed: • in place and formed around the protrusion to ensure a tight fit. A second layer of BOVATMleSeal underlayment..: shall be applied over the underlayment, and sealed using an SBS modified mastic. • • • • • • .... . 00000 15. All products listed herein shall have a quality assurance audit in accordance with the Flelid%oBuildixgGode and-: • • • Rule 61G20-3 of the Florida Administrative Code. "' ' 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufactu�r's name qr logo,.cj"; and state of manufacturing facility, and the following statement: "Miami -Dade County.Product CoILTIUVAppro i �d" 066 or the Miami -Dade County Product Control Seal as shown below • • • • • END OF THIS ACCEPTANCE NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4 MIAMI-DADE COUNTY MtAMW 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.eoy/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 County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • • • • . . .... ...... TERMINATION of this NOA will occur after the expiration date or if there has been a revision or:cY nge in the. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endQr*g* *}ent of any producj,•for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to.wmply with arty secti4ti'ti'P; this NOA shall be cause for termination and removal of NOA. 09000 • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F'lofrtla, and Mllo'ked by'th2; • expiration date may be displayed in advertising literature. If any portion of the NOA is diof lt d, then it shall be don - in its entirety. """ INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its 494butors 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. W"$�fo",A NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 TAS 101 Two component polyurethane foam adhesive PRODUCTS MANUFACTURED BY OTHERS: Dispensing Equipment Dispensing Equipment 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 R&salts • ; • • • ; • Density ASTM D 1622 .... . ..... 1.6 lbs./ft.3 ; • Compressive Strength ASTM D 1621 • • • • • • 18 PSI Parallel to rise ..'..' '..' ; ....•� 12 PSI Perpendicular to rise.... 0.' Tensile Strength ASTM D 1623 28 PSI Parallel to rise • • • • • • Water Absorption ASTM D 2127 0.08 Lbs./Ft2 .'. ;....; Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ 401 F., 2 weeks +6.0% Volume Change @158'F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 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•DADECDUNTY a Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-743 8-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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 �65f02f99 520109-2-1 LIMITATIONS: ...... • • • • • .... ...... • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asseipjy for firi-ming. , • • • • 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profil0c' •; . • •; • • • •' • • • 3. Minimum underlayment shall be in compliance with the Roofing .. .. Application Stand;::"* .S 120. .. . ...... .' 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roottile"esi �e "' with their tile assemblies shall test in accordance with TAS 101. • • • • ... • • . .. • • 5. All products listed herein shall have a quality assurance audit in accordance with the Florida 13utltNi1j Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MALMH ADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. . . .... ...... ...... .... ...... .... . ..... ...... .... ..... .. .. .. . ...... . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave 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 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per 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. PSAMMOAM caurrrY BUILDING PERMIT REQUIREMENTS: YY•Y As required by the Building Official or applicable building code in order to properly evaluate the, installatipp df this ...... system. • • • • • • • •YYYYY YYY• • Y • • YYYY • YYY•• YYYYYY YYY• •YYYY Y• •• Y Y • Y Y Y Y Y Y • •YYYYY • • • • • • Y Y Y Y Y Y Y Y Y Y Y• • • • •YYYYY • Y • • Y • Y • • • Y NOA No.: 17-0322.03 M ALMFDADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall through ptastk a twhen required) Oed�r IB•n•atATile! 11�n�nR.yrn•nt a�In, Battens optional Ex" co�ase asaie N!♦♦pi+o1. loin. �2 tn. Drip dosum o High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. • . . .... ...... • • • • • 99 • • • 60066 • • • • 6000 •♦ • • •• • 0.:..* NOA No.: 17-0322.0 MIAMMDiADE COUNTY Expiration Date: 05/10/22 ,...t r Approval Date: 04/27/17 Page 8 of ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications in contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. In. contact area. Underlayment .f' ✓��.*'� Sheathing Eave closure (motor shown) Weaphole Fascia Board Remove top portion of the save course cover tile. Abut to second course of pan tiles. Ensure save end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the,eover ttW.Ve * 6 0 0 0 considered optional •.' .... ,' ...... .... •sees• 5. When additional nallhigf!"required!2" (50.$,...; mm) x 4" (101.6 mml Hailers orUeJawire' ' system using galvar�Z�a:$tainles§ �Jjel, or • copper wire and corapti le nailt"fty be used., . . . . ...... END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11