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RF-19-1130Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address if 1-ni-Li % Issue Date: 06/05/2019 Parcel Number 1225 NE 93RD ST, Miami Shores, FL 33138 1132050270030 Contacts Permit NO.: RF-05-19-1130 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 12/02/2019 MARK & DARLENE HUTCHINSON Owner KMR ROOFING LLC Contractor 1225 NE 93 ST, MIAMI SHORES, FL 33138 EDGAR ROJAS Other: 9544459705 10424 W STATE RD 84, DAVIE, FL 33324 Business: 9543423400 ti Description: ROOF REPLACEMENT - TILE & FLAT RE -ROOF Valuation: $ 30,000.00 on Requests: Ins 305-ecti 4949 ,,,,J Total Sq Feet: 3,200.00 Fees Amount Application Fee - Other $50.00 CCF $18.00 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $6.00 Roofing Fee $275.00 Scanning Fee $9.00 Technology Fee $8.13 Total: $374.26 Building Department Copy Payments Date Paid Amt Paid Total Fees $374.26 Credit Card 05/17/2019 $50.00 Check # 324.26 06/05/2019 $324.26 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAV T I y�rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating confitructi oning. Futhermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date June 05, 2019 Page 2 of 2 Miami Shores Village c Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ROOFING nuh 9 BY: FBC 20 Master Permit No.4-05- Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I Z2< PC CIS St City: Miami Shores County: Miami Dade Zip: 931 9 $ Folio/Parcel#: 11' 32U - D21- 00� O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): al ibflS o n Pho Address: I2K NC °) 9 St City: Ir AAM I i �� State: � Zip: 33 ? g Tenant/Lessee Name: Email: one#: CONTRACTOR: Company Name: U c Phone#: I. — ?f2- 3Yoo Address: 0�2 A� 10 An qSy- ybs o6gb City: �AV�Yr I F( State: /'� zip: 3 3Ncl Qualifier Name: daay Ag Phone#: 30S - y0 9- DOD a II State Certification or Registration #: CU,113S 199s Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 501 0 ov Square/Linear Footage of Work: 3200 Type of Work: ❑ Addition ❑ Alteration1 ❑ New RfRepair/Rreplace ❑ Demolition Description of Work: Vero j� IZy Q6cea I' � ; /G AA d (bo Y Specify color of color thru tile: VA, d tkg tkq - Q)oktid& SMdoth 61)KA Submittal Fee $ S 1 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ 3 Rq • a� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appKoked and a reinspection fee^will be charged. Signat AGENT The foregoing instrument was acknowledged before me this _ day of MW 20 by Mai4u:�hf f5on, who is personally known to me or who has produced \1 D as identification and who did take an oath. Signature NTRACTOR The foregoing instrument was acknowledged before me this /.-r day of ^*Y' 20 /,' . by _JL6.44 4Tas who is personally known to me or who has produced identification and who did take an oath. as NOTARY PUBLIC: NOTARY PUBLIC: 9LSign: Sign: Print: Print: 1*A&4 N &A,-4 V Seal: r a n�MY WW�+W+� ry Pudic State of Floridai0.•!i51C11 Kendal Rowel COnM014610n GG 100764 Expires oa/o2n 1 Seal: ,, •�� , =*c �S, '^ MARILYN R.►AAEY N FF 9b3�1 p(pl7ti 3: fu�N 23, 20m Bo1aed TAfu Hwy publi 2101rrnbR ************ * * * ******************* ************* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 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 10050 NE 2nd Ave Miami Shores, R 33138 Re: Owner's Name: Kai V Hukh lrwoo Property Address:_ +gas A)C q 3 ;t Roofing Permit Number: Date: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 �dkon of the South nda 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 /S� day of Notary Public, Sate of Florida at Large iY • •Ii' MY00MM010NtIFF9E 0 n" W" N* UnAu~ •.F Of • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.0 , an a uilding was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 KMR ROOFING, 10424 W SR 84, Suite 10, Davie, FI 33324 (305)203-4550 www.kmr.roofine info@kmr-roofing.com FL - Proposal Submitted To Date 3 S / I Phone Name mairv t �Sah Job Name Street 1 22S JNE: 93 it Street City, State A146 jlei P ZIP 33' 39 Clty, State ZIP We hereby submit specification and estimate for Email Preparat ry Work Remove existing roof to a clean workable / Surface and dispose of debris. of linQa; 0n* (p9J sJ=P fnnt for nl Re -nail wood decking in strict accordance with The HVHZ section of the Florida Building Code. Flat Roof/ Low Slope Roof o� Install # base sheet as p de. V Hot mop W-IJ inter o' Hot mop W-t� erply, a✓ Hot mop granulate r ► "14sc cap sheet. NOTE:-Ne ings to be�stalled, as necessary, to ro ransitions (such as valleys) and netrations (such as vents) Roof -to -wall can be enhanced (only if necessary) for an additional $ Accept or Decline. Shingle Roof o Install # base sheet as per Coode..�sing� ring-shanked roofing nail:inc and Miami-D a#i Code b Install rip metal as per code using ring-sh roofing nails. o Install fiberglass fungus resistant es. Secure with 6 ring-shanked nails per shingle. Tile Roof a" Install # 30 base sheet as per Code. o/ Install 3K? inch eave drip metal as per code. ca/ Install TAU PI US the underlayment. o/ Install GOW cZ672 the set in foam. We hereby rpwro�pose to furnish labo a ,Jateriaals in complete accordance with the above specifications for the sum of: f nr E ��a� Dollars ($ '4O0 coo j Method of Payment: 60 / 5-1i21_Tr/F90JF'T 30/ T1L6 LOAF ; JO% guyn 11ycAe-LT11n+ NOTED TO BUYER, GENERAL CONTRACTOR OR OWNER: KMR Roofing, LLC hereby proposes to furnish the above labor and material in accordance with the above speciflicatons. A deposit of $ - Is required upon acceptance and the balance as work progresses in direct ratio to work completed. Payment in full to be made upon completion of the Job. WARRANTY TO ORIGINAL OWNER: KMR Roofing, LLC warrants workmanship for a period of /O years, but reserves the right to supervise or inspect all work subsequently performed by other parties to the roof, for a reasonable fee. Without this supervision or Inspection, all warranti es are null and void. Warranty is transferable to new owner upon written application (subject to approval) and payment of 10% of contract price. Warranty Is conti ngent upon job payment in full. All materials furnished will be as specified and work is to be completed in a workmanlike manner according to standard practices. Any alteraUpn or deviation from above specifications will become an extra charge over and above the estimate of labor and usual costs of our agreement. KMR Roofing, LLC will exercise reasonable care when performing work, but cannot be held responsible In any manner for damage to driveways, sidewalks, foliage, shrubbery, scree 7ng, septic tanks, gutters, pipers or cables, above or below ground. We will not be held responsible for water damage to the exterior or Interior of thepremises. CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY. We cannot assume responsibility for any damages done to the roof by tradesman or parties. KMR Roofing, LLC cannot be held responsible for damage done to any lumber by termites, carpenter ants, or any other wood b oring insects. Such wood will be1W ajiMlItional charge. THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL. A.th—i—CIO fi.r. / Date 3 //5// Acceptance of Proposal r The above prices, specificati and i con ' o ar alract w sigtisfactory and are hereb 'pled. KMR Roofing, LLC, is authorized to do the work as specified. Payments will be made as outlined above. This proposal ha he o r of a cont ned and accepted. I have read and agree to the terms and conditions as stated on the front and back of this contract. ACCEPTED Sign Property Search Application - Miami -Dade County Page 1 of 1 (e,3i-,-;i'. UA&FFICE OF THE PRAkOPERTY 'As PRAISER Summary Report Property Information Folio: 11-3205-027-0030 Property Address: 1225 NE 93 ST Miami Shores, FL 33138-2940 Owner MARK HUTCHINSON DARLENE HUTCHINSON Mailing Address 1225 NE 93 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/1 Floors 1 Living Units 1 Actual Area 3,256 Sq.Ft Living Area 2,310 Sq.Ft Adjusted Area 2,661 Sq.Ft Lot Size 9,825 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2018 2017 2016 Land Value $353,702 $353,702 $329,361 Building Value $144,889 $192,347 $192,611 XF Value $0 $0 $0 Market Value $498,591 $546,049 $521,972 Assessed Value 1 $498,591 $244,264 $239,240 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $301,785 $282,732 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BAY LURE PB 44-63 E50FT LOT 3 & W25FT OF LOT 4 BLK 1 LOT SIZE 75.000 X 131 Generated On : 5/17/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $50,000 $50,000 Taxable Value $498,5911 $194,2641 $189,240 School Board Exemption Value $0 $25,000 $25,000 Taxable Value 1 $498,591 $219,264 $214,240 city Exemption Value $0 $50,000 $50,000 Taxable Value 1 $498,591 $194,264 $189,240 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $498,591 $194,264 $189,240 Sales Information Previous OR Book- Price Qualification Description Sale Page 10/27/2017 $635,000 30745-4540 Qual by exam of deed Corrective, tax or QCD; min 09/27/2017 $100 30699-1035 consideration 05/24/2017 $615,000 30550-2475 Qual by exam of deed Corrective, tax or QCD; min 08/21/2015 $100 29833-2076 consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hfp:ltwww.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 5/17/2019 sKorI j �ORIDP 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 designat 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 ' r to removing the existing roof system). 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintainin a appearance. 5 6. Overflow scuppers (wall outlets): It is required that rainwater flows,off so that the roof is 4rnot adedd from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers all outlets) are not provided. It may be necessary to install overflow scu pers in accordanc the requirements of Sections R4402, R4403 and R4413. r ' 0 er/ e s ignature Date Contractor igna ure Date = MEa3 41-ee+ Property AddressMl � S A16 3313 Revised on 7/9/2009 LD;07/01/2015; Permit Number 2 o m O D n• 0 z m � O � I z 1 T+ U. m D E5 E2 C � c M o o Cn Florida Building Code 6th Edition (2017) W High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Informatlonl Mawr Penrdt No. Process No. yr. Contractor's Name L Job Address 1•2N p� C ROOF CATEGORY • By; AY 17 ?919 T Low Slope ❑ Mechanically Fastened 711e ,4 Mortar/Adheshre S'et Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑' Prescriptive BUR4tAS 150 Are there Gas Vent Stacks? . Yes ❑ No ROOF TYPE Type: Natural❑ LPGX❑ ❑ New Roof Re -Roofing ❑ Recovering ❑ Repair ❑ Malntena{Im • o . . .... . ROOF.SYSTEM INFORMATION •' ' . • • • . . .... • • . ...... .. . 060000 . ...... . Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF).... .. : • • • • • .... . .. 900 3. aoo �, i P.PR '. .. •, .. • .. . . .. .. .... -��1- Section B (Roof Plan) :; •; •; 0060.. •' r.� jSWch Roof Plan: illustrate all levels and sections, roof drains, scuppers, ovdrf A. go see0• 0 z scuppers and overflow drains. Include, dimensions of sections acid Jdvels, dlearly 100tlfy dimensions of elevated pressure zones and location of ; , 0 , • ; • O - parapi& .00. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 1 1 1 1 1 1 1 i 1 1 1 i 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 SECTION 1525 HIGH -VELOCITY HURRICANE ZONES —UNIFORM PERMIT APPLICATION Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5W6,7 Other As Applicable 1,2,3,4,5f6!1 ATTACHMENTS REQUIRED: .... 1. Fire Directory Listing Page 2. From Product Approval: • • • • Front Page """ Specific System Description ' ' Specific System Limitations • • • • • General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation 468 FLORIDA BUILDING CODE — BUILDING, 6th EDITION (2017) G ROOF ASSEMBLIES AND ROOFTOP STRUbTURES Florldn Rullding Gode Gib Edition (2017) 1 HIEh-Velooity Hurricane Zone uniform Permit Application Form M 1 Section a (Steep Sloped Roof System) 1 1 Roof System Manuraclurer:, Bora� IRoofina LLG 1 Notice of Acceptance Number: - ' 02 " 1 Minimum Design Wind Pressures, If Applloabio (From RAS 127 or Oalculalions): 1 P1: P1: -6$,1 pi: -100.7 1 1 1 1 Deck Type: PLYWOOD 1 1 type llnderiayment: gSTM 30# FELT Roof Slope; b.1 ... ;. r-3—: 12 Insulation N/A • Fire Barrier: I WA r • .. • �. • • • • • • • RldgeV ill tion? ^^-1 [mean Roof Height: _ 16' i . .r Fastener type & Spacing: 1-1/4' RSN &:FN CgPS 2 W&,q Aa 12" i In Freld • ,; • Adhesive 1} pe: Polyset AH-160 Pe-0322.0 1 'type Cap Sheet: of alass TU PLUS NOA RoolCovering: FLAT TILE 1 Type & Size Drip 269a 3" X V- 1 1 � I H HOOF ASBFMBLIF.S AND ROOFTOP STRUOTURFS Plorldo Bul/dlnb Code Oth Edition (2017) High-Voloolly Hurricane Zone Uniform Permit Application Form 1 section R (Tito Caioullations) For greater (hall or equal to the M, values,ifor each area of Ilia rood I or f, pthenlfile ilia attachmenttmethod Is acceptablo,ll the M, values Method 1 'Moment Based Tllo Calculatlons Per RAS 127" (pl=x).0.28q=-11.s ^ Mg: 7.7 =M„-3.51 Product Approval MI 40.4 (P2:-68.1xXU, U=-1s.s8 _Mg:7.7 ,,M,,-11:89 Product Approval MI 40.4 (P3r1 o0.7xXQ 2fl9= 29.80) ^ Mg: 7.79 = Mn 21_31 Product Approval Mr 40.4 Method 2 "Simplllled The Caloulatlone Per Table BeloW Required Moment of Resistance (M) From'rabio Beiow 34.4 Produot Approval M,. 40.4 M, required Moment Resistance, Moan Roof Height Roof elope 16, 20, 26' 301 40, 2:12 MA 36.6 30.2 39.7 42.1 3:12 32.2 3 , $0.0 37.4 30.8 • • 412 30.4 32,2 33.0 36.1 371 •' 6:12 28.A 3011 31.0 32,0 34. 6:12 26.4 28.0 20.4 30,6 32.4 7:12 24.4 26.0 27.1 26.2 30.0 'Must be used In conjunction with a list of moment based file systems endorsed by the Broward County Bggtt Qf�Ptutos and.. 0 • • Appeals. For Uplift based Ilia systems use Method 3. Compared file values for F' wllh the values for Fr. If the F' values are gieate • r than or equal to the Fr values, for each area of the roof. then the Ills attachment method Is acceptable. • . , • • • JAI" • • • IVIVIl1VuO Vji 1%1i=GOM IIIV vw.VM.q.ly.-. -1 ...- .-, -- - (Pi,. _xl._=,.-_xw:=,�-W:-xcosO =F„_ Product Approval F' '.;••' (P2:- x I. _ -, x w: = -) - W -_ x cos a ,._- = F,i _ Product Approval F' (P3. _,_, x L _ = - x w: = _) - W: - x cos G = F,3,_, Product Approval F' Whore to Obtain Information Description Symbol Whereto find n Pressure Design P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pro - pored by PE based on ASCC 7 Moon Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier Product Approval Restoring Moment due to Gravity M. ProductApproval Attachment Resistance MI Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F1 Product Approval Required Uplift Resistance F, Calculated Average'nie Weight W Produot Approval The Dlmonslons L = length W n width Product Approval All oaloulellona must be submitted to the buliding official at the time of permit application, MIAMI MIAMI-DADS COUNTY WDAD PRODUCTCONTROL 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.miamidnde.eov/economv Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 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, modjf�*, of • suspend the use of such product or material within their jurisdiction. RER reserves the right t4 rem this aCcbptance, if it is determined by Miami -Dade County Product Control Section that this product or material1lils to meet ili4': requirements of the applicable building code. • • • • • • • • • This product is approved as described herein, and has been designed to comply with the Florid aPgilding Code • • including the High Velocity Hurricane Gone of the Florida Bundmg Code. DESCRIPTION: Polyglass Polystick Underlayments .00000 • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stale and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. : .9. • •• • • •• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been rftf Mange in the applicable building code negatively affecting the performance of this product. : ee . •••••• •••• •• •• •••• TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages I through 8. The submitted documentation was reviewed by Freddy Sendno] a NOA No.: 17-0614.22 MIAMFDADECOUNIY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page I of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Dimensions Polystick IR-Xe 65' x 3'33/8" Manufacturing Or 65' x 3' Location #1 & #2 60 mils thick Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro ManarfactwIng Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P 61' x T3 3/a" 60 mils thick 61' x 3'33/8" 60 mils thick Test Product Specification Description ASTM D 1970 A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester ASTM D 1970 reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. TAS 103 and ASTM D 1970 65'8" x 3'3-3/8" TAS 103 and 60 mils thick ASTM D 1970 32'10" x 3'33/$' TAS 103 and 130 mils thick ASTM D 1970 A rubberized asphalt self -adhering, glass-frbglpb4�P.ster . ...... reinforced waterproofing membranew signed.as..a. metal roofing and roof tile underlayment. • ...... .. . ...... A asphalt self -adhering' polyester reinforced ; rubberized • • • •; waterproofing membrane. DesigrSC th a a roUfill. • .... . .. underlayment. ..... ...... .... ..... A rubberized asphalt waterproofingrnembrarie; gl!s- • • • • • • fiber/polyester reinforced, with;%tarhjlar surface •, 1V1UI{Lyul't l Nfs designed for use as a tile roof uttderent. • • • •' Polystick TU Plus 65' x 3'33/s" TAS 103 and A rubberized asphalt self-adher n" glass-frbar/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designe*'a*Ta metal Manufacturiniz roofing and roof tile underlayment. Location #1 & #2 Polystick NITS 65'8" x 3'33/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal Location 42 roofing, roof tile, slate tiles and shingle underlayment. Polystick NITS Plus 65'8" x 3'33/s' TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'l0" x 3'3 % TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 1.M7114 P43290. I 0.14 ASTM D 1970 & TAS 1;0 • l dA M 4 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 •„• �, OCZ;V;.6 PLYG-10130.06.16-1 ASTM D1970 & TAS I IA.:.. 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 00 TAS 103 ,00 • V/29706 PUSA-055-02-02 TAS 103 N/W07 PUSA-089-02-01 TAS 103/ASTM D4798 & G 15 , � @17jQ .709 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & 153 Q4/01108 RX14E8A TAS 103/ASTM D4798 & Q155. :rMV9 DX23D8B TAS 103/ASTM D4798 & URISl 92/1&10 DX23138A TAS 103/ASTM 134798 & G155 02A8W10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 MIAMWADECOUN Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(I): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: •••• One or more plies of ASTM D 226 Type I1 or ASTM D 2626. Y • • Y •. • Fastening: • Y Per FBC 1518.2 & 1518A Nails and tin caps 12" grid, 6" o.c. at a mitlitnuA 4" heptl Irp;(for base sheet only) ""' • ` Membrane: Elastoflex S6 G, hot asphalt applied ..,, . Y • Surfacing: See General Limitations Below. • • • • : �.. .•..•. .•.. •• •• •••• Deck Type 1: Wood, non -insulated ;";" • Deck Description: Min. 19/32" plywood or wood plank Y ; • • • • • System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membran4self- adhdr �d. Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. . • • Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.21 MIAMMADECol Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. 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. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. • • GENERAL LIMITATIONS: ...... .. . ...... 1. Fire classification is not part of this acceptance. • • • •' • 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick NITS and Polygf tL MT; AM may W: •'. . . .. used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roo�tl:.e.ysterm:.an. .... a.quarry* * 0 slate roof assemblies. • Polystick TU P may be used in all the previous assemblies listed except metal roofint. : ....:. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing ands e roof t sysfems. Polystick TU Max maybe used in non-structural metal roofing and roof tile systems. • • • • • Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick NITS and Polystick NITS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick NITS and Polystick NITS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick NITS and Polystick NITS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) NITS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max NITS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 MIAMI•DADECOUNW Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex 86 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited ,. 4:12 6:12 6:12 4:12 6:12 Tile without battens The above slope limitations can be exceeded only by using battens in accordance with the Ago-9ved Tile•System Notice of Acceptance and applicable Florida Building Code requirements. When battens art rettuired•the:%tall be utilized during loading and installation of tiles. • • • • • • •' • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to.awid dropping pf tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure r tkoolles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, ibt;L•total of 6 iii" for all underlayments except Polystick MTS which shall be loaded onto battens. • • • • •• • • 41 a 0 N a^ `7 �Iw -;-- POLYsnCKIU Flus NOA No.: 17-0614.22 MIAMADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is accgljtvjble. Please also refer to applicable Product Data Sheets of the corresponding products. • • • 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Pcl' gld$ Back Nailing Guide. Nails shall be, I I gauge ring shank type, applied with a minimum 1,3/sue Vital disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regioVj, V a minimur; rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area,sveapara clp rr'.' on the face of membrane, with the above stated nails and/or disks. The head lap membrane icto"Yer the WC4keing back -nailed. (Please refer to applicable local building codes prior to installation.) • • 0 • • • '....' 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.: ' 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform Jayer of Polyg:&%* Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Fl841ng Cement, .. XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in ae;ween the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 1/a"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Bight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 MIA � UADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 401bs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAMMADE COUNTY .... ...... .... . .. ..... .... ..... . , .... .... ...... ...... ...... NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI-DADE COUNTY M�FAM�1�PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RE, SOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) %v�wv.miamidade.eav/econoniy ICP Adhesives and Sealants, Inc. 12505 NW 441t' 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 Mianu 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 Aevita:Building ale including the IIigh Velocity Hurricane Zone of the Florida Building Code. • • •; • • DESCRIPTION: ICP Adhesives Polyset® All-160 • • • • • • ...... .... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ckye etnie and TQUQ Ang statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. ; • • • RENEWAL of Us NOA shall be considered after a renewal application has been filed and titre jittj been:10 c►range in the applicable building code negatively affecting the performance of this product. " ' • • see* TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages l through 11. The submitted documentation was reviewed by Alex Tigera. Keoe: I � M, M:AMI-DADE COUNTY = 311 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AR-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance, For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, For use with approved flat, low, and high profile roof tilt systems using ICP Adhesives Pohyset* 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 ProPacl0 N/A 30&100 TAS 101 Two component polyurethane foam adhesive PRODUCTS MANUFACTURED BY OTHERS: •••••• •••• Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA m1C4 fist atWJij4 er:t resistance values with the use of ICP Adhesives Polysetei AH-160 roof tile adhesive. : • • : • • • Dispensing Equipment MANUFACTURING LOCATION: 1. Tomball, TX, PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content ' Dispensing Equipment •.' ... Test Results ASTM D 1622 1.6 lbs./fi 3 ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ft2 ASTM E 96 3.1 Perm / Lich ASTM D 2126 +0.07% Volume Change @ 400 F., 2 weeks +6,0% Volume Change @1581F., 100% Humidity, 2 weeks 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 MRAM4DADECQUN 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-IPA TAS 101 12/16/96 ? 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtecl3 Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 ; i Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 j i 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 02/2l/1„ 2' • • • TAS 123 ••. '•'• ••••• Celotex Corp. Testing Services 528454-2-1 TAS 101 • • •; • 10/23/9$' • • • • • • 528454-9-1 528454-10-1 520109-1 TAS 101 ...... 12/287 $...:' • .....; :.. 520109-2 • • •• •• .... . � ..... 520109-3 •••••• •' 520109-6 520109-7 520191-1 TAS 101 • • • • : 03/02499 .. ; • • • • j 520109-2-1 • • • • • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101, 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 CAMICOUExpiration Date: 05/10J22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polysee 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. 1CP Adhesives PolysetO AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of ICP Adhesives Polyset°° AH-160 shall provide sufficient attachment resistance to meet 6r 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. j 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. Is Operating Instruction and Maintenance Booldet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, hic, 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 Polyse& AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPacle 30 & 100 dispensing equipment only. • • • • 7. ICP Adhesives PolysetO AH-160 shall not be exposed permanently to sunlight. .'. • • • • •.. �.. ' 8. • • Q.dhesiwes : •: Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after". • • �. • Polyset4D AH-160 has been dispensed. • • • «• • 9. 1CP Adhesives Polyset" AH-160 placement and minimum patty weight shall be in accordanc8 WiflIthe •• •• ."''; 'Placement Details' herein. Each generic tile profile requires the specific placement noted hert". • • • ..... NOA No.; 17-0322.03 MBA Ap u COUNTY expiration Date: 05/10/22 • Approval Date: 04/27/17 Page 4 of 11 Table ]: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Tlat, Low, High All Eave Course 17-23 sq. inches 45-65 Proflles 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 (I 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 urw erg" . . LABELING: • • • ... ' All approved products listed herein shall be labeled and shall bear the imprint or identifiable marlggg of the • • • manufacturer's naine or logo and following statement: "Miami -Dade County Product Control AWgy�4" or the�lYf itni- Dade County Product Control Seal as shown below. • • •..' '.. •.' �01aaoe c �Twy • 00 BUILDING PE RMITREQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.:17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # I 41-1 mupaplastictamont ,PaddyUWAMI&WO) UprlDziayhl,ris r I...•''tea ^' � ��'�, �A f '� MUM s" 10-,ltv i " Fnstle F.v4 iltitnn._---•... `+.4 .r••r+��t. ,ry Nail If Tough P140ntttmeni 1whenraquIfed7 _ 10 I aatuns -FaYa[iosaro { l"Va caunn N■ilthoruahPlot* t .nt., Pid�yl$rn,atF►T+lol tvlhnnioqulre�lF p1 ,.r• 3In: svld. ++�� opttonai �•�w^ �• �`'--ems, �,.- w Icasvtoursr ��`+• ,r. x �asW. t01n• � ,Ain. „� �,,� bripadgr MIA I-DADECOUPt Y Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 m n) x 10" (254 mm) x 1" (25.4 inm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 etn2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the cave course, apply a minitytu$'T: (50.8 mm) x 10" (254 min) 45.4 mm) Win ... "": paddy onto the tlnderlaymeptpq�jioned its shown under the pail portion of the 014ralpsest to th% • • • overlock of the tile being set* ... .. . • • • • • . . .... . .. 2, Continue in same manner. lrtwwv approxiimWy 17 ..... 00000 (109.7 cm2) — 23 (148.4 cmsquare incri adkesIve 00000, contact with the underside pf t1rf le. • .' • . . •• • • .• • . • 0000 ..... • High Profile / Single Pan Tile L. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 min) foam paddy onto the underlayinent positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (149.4 cmn) square inch adhesive contact with the underside of the tile, NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approved Date: 04/27/17 Page 6 of 11 UndotUyntaM OPWnal Cain .'�' iriln +�s' ADHESIVE PLACEMENT DETAIL # 2 Nr,ll throui:h MAOIeuement 4whenrequit4l .Paddy iPlontad�Tllo� Undetiayrnru _ ""^,, ;,� �,�► . 27n.VOW Krawre Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 min) x 10" (254 min) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlook 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 ►nh-dmuin 2" (50.8mm) x 7" 077.8 rrun) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlook of the the being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesiyp• • contact with the underside of the tile.• '....' .... •. ...... .. . ...... Medium Profile / Double Pan Tits • • • Starting the apply 11ninimurn V (50.8 • • • • • 1. at cave course, mm) x 10" (254 min) x 1" (2.1.4Hit; foamAtltty. • • • • • onto the underlayment positioned as shown t2$ddi the • pan portion of the tile closest jo Tlhe everlock of the • • tilt being set. Insure approximately N (I O1.7•o&4 — 23 (148.4 cm2) square inch adW?ve contae t 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 nun) 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, (lbtstrirctions continued on next page) NOA No.:17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) fJ� I!t!louplrptaltbcc�rrrrt•,,,�` j� f+�cldylRi+nR►th?i1M7 Swhonroqutirodf �� d��t+yleNnt_ ►�`w �'' Raleonsaptlon�f �,,✓„'`'^��`.',`_. �y'�.`"�,,.��'.`��.'�'.� '",>"' riv e,CFO > �+ du NAM • ADECOUNTY High Proiale I Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 nun) x 1" (25.4 nmi) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlook of the the being set. Insure approximately 17 (109.7 cln2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimuin 2" (%8mm) 1 x 7" (177.8 nun) 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 the being set. F 1 3. Continue in same manner. insure approximatelyI7" i (109.7 cm2) - 19 (122.6 cmZ) square inch adhg.%iy9 • contact with the underside of the tile.; • • • • • • . ... . ...... .. . . .....:: .... .. ......; .; ...0 . • ...... i ...... . . . •• • • •• . . • • • • ...... € NOA No.:17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHCSIVE PLACEMENT DETAIL # 3 Halithroughpiastic"iniml Paddy (between tiles) (whenrequlredl tsatteasoptlonal • Paddylundertlie) y � ootopdOO � 3 ,o, s 4x4In, Iinplep under ti3g Inpiapaddy onundadaymen U41n. • '4 4y21n Fascia FaYeC)Dsvre Flatfl.ow Protita711a Nail through PhAIC Mont 4In. MIAMI-DADECOUNTY .LI paddy under t{le Paddy (between cues) Medium Prolit4Tlie [undertilel I -, -- Eon Closure Fasda 1. On the cave course only, apply a minimum 2" (50.8 min) x 10" (254 nun) x 1" (25.4 min) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat file 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 min) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 em') of adhesive contact with the underside of the tile 2. Apply a 4" (101,6 min) x 4" (101.6 trun) x 1" (25.4 nun) foam paddy onto the underlayment just below the second course line positioned foam paddy snider the strengthening rib for flat tile, or under the pan portion of the tile, closept to the underr•focl� for • •••• the second course tile to be tgqJallgrl. Insure ••••• • ... approximately 8-9 in' (51.6=j$. j F4n2) ofwa iliesi e • contact with the underside g4dit. tie. • • • • • ••••• • • • •••• • •• ••••• (Instructions continued on next7xye) *Go**, NOA No., 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Rallthraughplastlece Single paddy undertits twhen tequlred) Paddy lbetween tiles) Battens 4 Paddytundertile! Haaa! Ono gaddy h. onundcdaymen t :. sinpte 2 x b l. ppaadd►ron ioP of hle ��.. Eaw Course } Fasda Weephole tole. 2In. Eavedosura Drip edge HI9h protitaTile C4DADE COUNTY ...E r 3. Also apply a 2" (50.8 irun) x 4" (101.6 mm) x'/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for fiat 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 the at the overlap and 7 (45.2 c0) - 9 (58.1 cm2) square inch adhesive contact with the underside of the the at the head of the tile. Continue in same manner, • •••• • •• ••••• •• •• •••• •••••• • • • • •••••• 0.:..* NOA No.; 17-0322.03 Expiration Date: 05/10/22 Approval Date. 04/27/17 Page 10 of it 1) Plan enough adhesive to echiave dS to 70 sq. In contact With the pan tile. 2) Tbrn covers upside down. Place adhesive In to 1 in, from outside edge of cover ilia. Than Install the tile. bnsure 20 to 25sq.ln.contactaree; h„o !Underleyment l Raveclosurd (motarshown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications Rwhon required) Remove top portion of the save course covertile.Abut tosecond course of pan tiles. Ensure save end of pan and covertiles are flush at save line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile I. Starting at the cave course, apply a minimum 2" (50.8 mum) x 10" (254 nun) x 1" (25.4 turn) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support cave 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 cin') -- 70 (451.6 cm') square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the un ears ide of the tile. Apply a mininVni I" (25.4 m X i0" (254 nun) bead of adhesiN%4itec:ly on toe "Tr edge of each side of the cQw"s. Leav% e • ; approximately 3/4" (19 nv-a)o l;' (25.4 mw) from the outside edge of the -tie eiinwardpt]eaa of foam to allow for expansiotir 0000 4. Turn cover the over after1'8aiheis applied tied• place onto pan tile course; lftag a minimuhi of 20 (129 cm2) - 25 (161.3 Lim') s4iiare i4gjj .; e contact area on each side of W stover Me to the pan tile. Continue in same manner. Triiti wldy any cured exposed foam adhesive. Poindlig of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 min) x 4" (101.6 nun) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.:17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 f MIAMI-DADE COUNTY MIAMI•DADE 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.miumidade.cov/economy Boral Roofing, LLC 7575 II•vine 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, iu"fy, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this ameptance, • • . • • if it is determined by Miami -Dade County Product Control Section that this product or mnteria; 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,lr M`da Bujl jiing Code ; • • • • ; including the High Velocity Hurricane Zone of the Florida Building Code. • .... . .. ..... ...... .... ..... DESCRIPTION: Plantation Roof Tile •' " • •"' • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,* city, state atufo12owirrg statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. . �. :....: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0721.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino 6 NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 1 of 7 J ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Boral Plantation Concrete Roof Tile, as manufactured by Boral Roofing, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Applicant Plantation Tile Length: 16'/2" Width: 13" Trim Pieces L = varies W = varies Varying thickness 2.1. MANUFACTURING LOCATION 1. Okeechobee, FL Test Product • • • • • Specifications . . .... Bg��tion ...... • TAS 112 Flat concrete roof -tee -for dueet•leA or • • • • • battened nail-on'ittfitr or adhesive set • "". ' ' applications. . ,' . . TAS 112 Accessory trim; concrete root p. Bees for 000000 use at hips, rakis�, and vai).ey • j%c ,es • tenninations. 11dandfaptured f'or e4ch the 00,,0% profile. ""' • .. . • • • • • . . 2.2 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polysete AH-160 TILE BOND' Roof Tile Adhesive Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. DAP Foam Touch N Seal Two component polyurethane StormBondo 2 Roof Tile Adhesive foam adhesive. MIAMFDADE COUNTY Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company Dap Foam, Inc. NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 2 of 7 2.3 SUBMITTED EVIDENCE: Test Agency, American Test Lab of South Florida Redland Technologies The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Farabaugh Engineering and Testing Inc. Farabaugh Engineering and Testing Inc. Farabaugh Engineering and Testing Inc. PRI Construction Material Technologies 3. LIMITATIONS Test Identifier RT0624.05-14 7161-03 Appendix III 94-060B 94-084 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 P0402 Project No. 307025 Test #MDC-76 Calculations Calculations Calculations Calculations T295-11 T306-11 T279-11 DAPF-004-02-08 DAPF-004-02-09 DAPF-004-02-I 0 Test Name/Report TAS 112 Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Adhesive Set) (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain • PA 100 • Aerodynamic Multiplier;.... • • .. • • 25-7183 • . • • 25-7094 , • 0000 • 25-7496 • • • • • • 25-7584 25-7804b-8 25-7804-4 & 5 ' 25-7848-6 ••• Two Patty Adhesive Set System TAS-108 TAS-108 TAS-108 TAS 101 Static Uplift Resistance Adhesive Set Date 07/03/14 Dec. 1991 March, 1994 May 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 M'al;rl11Ogg ....:. Apri1.1999 March 095 February 1996 • • ; • • • AI11996 ..... DecefnVel- 1996 10/05/11 10/04/11 09/23/11 07/26/18 07/26/18 07/26/18 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. NOA No.: 18-0829.02 MlAM!•DAD; COU� Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 3 of 7 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 shall be in compliance with applicable building code. 3.7 All products. listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Plantation Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-1 (ft) Width-%%tftj•• Plantation Tile 1 11.6 1.375 1 • • • • : 1.08 • , • • . . *60000 Table 2: Aerodynamic Multipliers - ,% (ft3) • • •' •' . . Tile (ft3) • �•3) • • Profile Batten Application Direct DOCK 1Vpl1catli 1f . Plantation Tile 0.267 . d1m Table 3: Restoring Moments due to Gravity - M (ft.-Ibf) • Tile Greater -than Profile 211:12" 3":12" 4":12" 5":12" 61':12" 3a-�12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile NOA No.: 18-0829.02 CMIAMDADeCOUNrY Expiration Date: 12/08/20 0 Approval Date: 10/11/18 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" (Min. 19132" plywood) plywood) Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 9.8 4.9 Screw Shank Nail 2-10d Smooth or 14.0 18.8 7.4 Screw Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Clip) 1-10d Smooth or 19.0 19.0 2�! • • Screw Shank Nail • Eave Clip)• • • • • • 2-10d Smooth or 35.5 35.5 • • : • • 34:8 Screw Shank Nails • •' • Field Clip) •••. :•• •. 2-10d Smooth or 31.9 31.9 • • • • • 32.2.. Screw Shank Nails 000* Eave Clip).... . 2-10d Ring Shank Nails' 1 50.3 65.5 4" • •' • 1 Installation with a 4" the headla and fasteners are located a minimum of 2'/"from the head of tile. • • • • Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 2 See manufactures component approval for installatioh requirements. 3 The Dow Chemical Co. TILE BONDTm Roof Tile Adhesive weight per patty 13.9 grams. 31.3 4 ICP Adhesive and Sealants, Inc. ICP Adhesve Pol set® AH-160 Two-Com onent weight per patty 8 grams. 31.3 5 DAP Foam Touch N Seal StormBond® 2 Roof Tile A hesive weight per paddy 8 grams. 45 MIAMI-DADE COUNTY NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 5of7 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Single Patty Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesives 6 See manufactures component approval for installation requirements. 7 ICP Adhesive and Sealants Inc. ICP Adhesve Pol set® AH-160 Two -Component weight per patty 45 grams. 118.9 8 ICP Adhesive and Sealants, Inc. ICP Adhesve Pol set® AH-160 Two -Component weight per patty 24 grams 40.4 9 DAP Foam Touch N Seal StormBond6 2 Roof file Adhesive weight per paddy 45 grams. 10 DAP Foam Touch N Seal StormBondo 2 Roof Tile Adhesive weight per paddy 24 grams 4$ Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. S. LABELING 000000 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo a4sepi 4elow OZI( lgwing • • • • • • statement: "Miami -Dade County Product Control Approved". .. • , • • • • • • ; . • • .:. ...... .... . .. ..... ...... .... ..... 00000 000000 ...... ...... . . OR00 ...... ...... .. . . .. . . f NIII E G R lull � .... BORAL PLANTATION ROOF TILE LABEL (LOCATED ON UNDERSIDE OF TILE 6. BUILDING PERNUT REQUIREMENT: 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. MIAMI•DADE COUNTY �02VSIJV NOA No.: 18-0829.02 ExpiratIou Date: 12/08/20 Approval Date: 10/11/18 Page 6 of 7 PROFILE DRAWING BORAL PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE NOA No.: 18-0829.02 Expiration Date: 12/08/20 Approval Date: 10/11/18 Page 7 of 7 ederal gineering esting, Inc. June 14, 2019 KMR Roofing, LLC 10424 West State Road 84; Suite #10 Davie, FL 33324 RE: VISUAL ROOF INSPECTION 1225 N.E. 93`d Street Miami Shores, FL 33138 Dear Sirs: Phone: 954-784-2941 E-Fax: 954-784-7875 admin@fed-eng.com www.fed-eng.com Job Order No 19R416 i Pursuant to your request, Federal Engineering & Testing, Inc. has completed a visual rooftop inspection on 6/13/19 at the above referenced site. The purpose of our inspection was to verify that. the base sheet installation complies with the approved N.Q.A. and Florida Building Code. Two (2) areas of the roof system were cut and removed to provide access to the underlying base sheet. The base sheet was mechanically attached to the wood deck with annular ring shank nails and tin tags spaced every 6" o/c at the laps and in 2 rows midsheet spaced every 6" o/c. Head laps were observed to be a minimum of 4" on the base sheet. No side laps were observed. Drip edge was nailed with 1 '/" ring shank nails spaced every 4" o.c. and edges lapped a minimum of 4". Federal Engineering & Testing, Inc. appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, give us a call. .Sincerely; A Keith LeBlanc, P.E. ell, Federal. Engineering & Testing, Inc. Florida Reg. No. 59394 Certificate of Autborization #5471 Miami -Dade County Certification #18-110.02 3370 NE 5th Avenue I Oakland Park Florida 33334 (ad's M®� Food _� Approved Laboratory �f _ �1 America's Propane Company ADDRESS PERMIT NUMBER q THIS SYSTEM HAS BEEN MANOMETER TESTED FOR 15 MINUTES. II START 8+� INCHES W.C. FINISH INCHES W.C. INSTALLER DATE AmerdGas '10052 N.W. 89 Avenue MEDLEY FLORIDA 33178 This installation will meet all Florida'Statutes-527:06 LP Division rule 46-1.01.2 The South Florida Bldg. code NFPA 54, NFPA 58 and regula- ti ons ' of The. State Fire Marshall. ?>C S-I9^ 14 13 STATE OF FLORIDA, COUNTY OF M&kMI DARE Signature of Q ifi PrintName Sworn to and Subscribed before me this 2�O day of No�elrnber , Zo �� , � Cho CRISTINA ARIAS Notary Public - State of Florida (SEAL): Commission N FF 934455 Personally .••owl q "d"a dtttw"M Bonded through National Notary Assn. V, I Type of ID Produces - - - - - 10052 N.W. 89TH Avenue, - Medley, FL 33178 - Tel. (305) 883-8600 I