Loading...
RF-18-3063v1. I r Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date:10/31/2018 Parcel Number Permit NO.: RF-10-18-3063 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved` Expiration: 04/02/2019 f 1600 NE 103RD ST, Miami Shores, FL 33138 1132050310120 1 Contacts NORTON & MARGARET BARCHAN Owner PAUL BANGE ROOFING, INC. Contractor 1600 NE 103 ST, MIAMI SHORES, FL 331382672 PAUL BANGE 7000 SW 21 Place, Davie, FL 33317 Business: 9549817663 shelly@paulbangeroofing.com Description: RE -ROOF TILE 3 FLAT Inspection Requests: P ValuationLeetl::�6�,200.000 0,000.00 305-762.4949 Total Sq F Fees Amount Application Fee - Other $50.00 CCF $30.00 Copies Fee (Manual) $4.85 DBPR Fee $6.00 DCA Fee $4.00 Education Surcharge $10.00 Roofing Fee $350.00 Scanning Fee $12.00 Technology Fee $10.00 Total: $476.85 Payments Date PaidLAmtTotal Fees Credit Card 10/31/2018Amount Due: 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 a work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above nad�ontractor to g m the work stated. Authorized Signature: Owner / Applicant / Contractor / Date October 31, 2018 Page 2 of 2 ci/ lb �J Miami Shores Village .V �� Building Department 01�11 LQL \O�� g p �. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �Cj0 �® ,( �G% v Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION CTION LINE PHONE NUMBER: (305) 762-4949 p B \bl FF�oC�20 l BUILDING Master Permit No. Y,�I&— PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC C4 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ff^�� CONTRACTOR DRAWINGS JOB ADDRESS: ) (00o � i V� .s "t— Cit : Miami Shores ^ County: Miami Dade Zip: Folio/Parcel#:�� p��� 0J( (), a--® Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: / Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): ��j� (�� t o e#: Address: i `.(QC) 0(�f i (^rels City: V� 1 State: Tenant/Lessee Name: T Email: !J CONTRACTOR: Company Name: Address:�--- City: n State: 1 Qualifier Name: State Certification or Registration #: Zip: Phone#: �0 _Phone#: Certificate of Competency #: DESIGNER: Architect/Engineer: P \lam—� Phone#: Zip: '_V_7 Address: City: State�:f,, Zip: Value of Work for this Permit: $ 54 1jnz) Square/Linear Foota f Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: = yr 7 Specify color oI color thru tile: ,)b If:e _ Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ 606 y . ks (Revised 02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $, Double Fee $ MM Bond $ �JJ TOTAL FEE NOW DUE $ ' 9'�G . e(;; 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 low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature N Signature v OWNER or AGENT CeT5A<TOR Th regoing instru nt d's acknowledged before m his day of 120 by twho is personally known to Y me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: l �r CNRIS1y to 0F O rd3 Print: .� c a-5' *` o Commission M y 19, 2C21 Seal: ='� e,n,ExPl'0i au Th regoing instru enntas acknowledged before me this Tq day o 20 P by &AcL who is personally known to me or who has produced as identification and who did take an oath. NOTE Sign:_ mint: %eal: C APPROVED BY Plans Examiner Structural Review .r rnH �•, MOtJly PUbJ+� St,1e UI r " Commission � GG 1o212- vl�y 2021 hn Coqlm. Expires Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 8 Address Owner Name Folio SEARCH: 1600 NE 103 St. Back to Search Results PROPERTY INFORMATION Folio: 11-3205-031-0120 Sub -Division: MIAMI SHORES BAY PARK EST REPLAT OF TR C Property Address 1600 NE 103 ST Miami Shores, FL 33138-2672 Owner NORTON L BARCHAN &W MARGARET BARCHAN Mailing Address 1600 NE 103 ST MIAMI SHORES, FL 33138-2672 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half Floors Living Units Actual Area 5/6/2 2 1 8,263 Sq.Ft Suite _t CL https://www.miamidade.gov/propertysearch/ 10/4/2018 RICK SCOTT, GOVERNOR JONATHAN 7ACHEM, SECRETARY Flo rich IQ[ V STATE OF FLORIDA DEPARTMENT OF BUS1NE,- WRW FyESSIONAL REGULATION CONSTRUCT Iw- _ E G BOARD THE ROORNd"c �. OR.HER . C�ERT f� UNDER THE W' �, PROM i15r .rJ .' G�TER -qS F ~)�RkD�15`l" UTES idANGE, PA ' ED' , P PAU L B`. DAME .. FL 33317 r: EXPIRAT1&-_6_A_ TIT., 31, 202 Always verify licenses online at MyFloridaLicense.com MrF. Do not after this document in any form. NMI ib! This is your license. It is unlawful for anyone other than the licensee to use this document. Rbams;l seats ftployess Machines. Prolmlonais IO Far VpndUtg Bi�iness :Qt�1y Nuinbar of Marhi�e� .:_.....�......�-- Tail Arnwr t 'franster Fee NSF Fee Penalty. rar Pftryeam Coiknum.Gost Total Paid 27.00: 6.60. 0.04 t}:00 0:.00 O..:OU THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS TfiiS BEf'.Q1VfE8 A.TAX'RE EiPT This tax is.levie 3 Wthe'privilegof d Ing. business within 8rowarci County and is hors-reguiatory::in nature. You must meet °all>County andkrM. cipanty planning MERi VAUDATSD and zoning requirements, Ibis Business: Tax `Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business; is Ieget or that it: isin cohmpiiange with State or Iocal caws and regulations. Mailing Address: PAUL EDWARD BANGS 7t)OD SW 21 .PL DAViB. FL 33317 2018 2019 Receipt #1CP-17-00017915 P8dd 08</01/1018 37. 00 07/37/2018 Bftactive nabe .k Ce BB Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL33314 Phone: (954)581-7115, Fax: (954)581-2415 www.cebb.net February 16, 2019 To: Miami Shores Village Building Department 10050 NE 2"d Avenue Miami Shores, FL 33138 Roof Tile Uplift Test Report Test Date: rua 16. 2018 Permit #: -10-18-3063 Address: _� esidenc� ,.1600 NE-103 d:Street, Miami Shores; FL1 Contractor: -- Paul Ban e Roofing Roof Pitch: 3:12 Attachment method: Adhesive Pol set AH-160 Tile Type: Eagle Bel Air NOA: 18-0509.18 Device Used: "IMADA DPS 110" force gauge (Serial # 340509) Total Sloped Roof Area: 59.00 squares All Testing is in strict accordance with the Florida Building Code, 2017 Edition, High Velocity Hurricane Zone — Testing Application Standard (TAS) 106. Roof Area: 59.00 squares Total Number of Tests Number of tests Passed % Passed Field Area (1): 28.00 squares 31 (T50-T80) 34 (T16-T49) 15 (T1-T15) 39 (T81-T119) 31 34 15 39 100% 100% 100% 100% Perimeter Area (2): 31.00 squares No. of Corner Areas (3): 15 Ridge/Hip Areas: 398 pcs Based upon the field tests, I certify that 100% of the static up -lift tests "PASSED" the testing criteria of 35.0 lbf load, and meets the attachment resistance for adhesive Set Systems, as specified in the NOA. Should you have any questions regarding the above, or if require additional information, please do not hesitate to contact this office. Sincerely, CeBB Engineering & Testing Co. (NOA 18-1129.01) 02/19/2eo: Eduard. Fla. Re97 For The Firm Cc: Paul Bange Roofing Enc. Location Sketch Calibration Certificate . Ce BB Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL33314 Phone: (954)581-7115, Fax: (954)581-2415 www.cebb.net HANDLIFT RESULTS: Passed the protocol criteria of less than 3% loose. We nerformed the un-lift test. Roof Area: 59.00 squares Total Number of Tests Number of tests Passed % Passed Field Area (1): 28.00 squares 31 (T50-T80) 34 (T16-T49) 15 (T1-T15) 39 (T81-T119) 31 34 15 39 100% 100% 100% 100% Perimeter Area 2): 31.00 squares No. of Corner Areas (3): 15 Ridge/Hip Areas: 398 pcs cok" ev- o4c^-v2.0��y� � TAS 106 TESTS LOCATION SKETCH Permit # RF-10-18-3063 Barchan Residence 1033' Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL33314 Phone: (954)581-7115, Fax: (954)581-2415 www.cebb.net 1600 NE 103`d Street, Miami Shores, FL TEST RESULTS (P = PASSED, F = FAILED) Test Location Uplift Pull Test (P. or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or Test Location Uplift Pull Test (P or 1 P 26 P 51 P 76 P 101 P 2 P 27 P 52 P 77 P 102 P 3 P 28 P 53 P 78 P 103 P 4 P 29 P 54 P 79 P 104 P 5 P 30 P 55 P 80 P 105 P 6 P 31 P 56 P 81 P 106 P 7 P 32 P 57 P 82 P 107 P 8 P 33 P 58 P 83 P 108 P 9 P 34 P 59 P 84 P 109 P 10 P 35 P 60 P 85 P 110 P 11 P 36 P 61 P 86 P 111 P 12 P 37 P 62 P 87 P 112 P 13 P 38 P 63 P 88 P 113 P 14 P 39 P 64 P 89 P 114 P 15 P 40 P 65 P 90 P 115 P 16 P 41 P 66 P 91 P 116 P 17 P 42 P 67 P 92 P 117 P 18 P 43 P 68 P 93 P 118 P 19 P 44 P 69 P 94 P 119 P 20 P 45 P 70 P 95 P 21 P 46 P 71 P 96 P 22 P 47 P 72 P 97 P 23 P 48 P 73 P 98 P 24 P 49 P 74 P 99 P 25 P 50 P 75 P 100 P BB Ce Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL33314 Phone: (954)581-7115, Fax: (954)581-2415 www.cebb.net k'�c Metallurpical, Inc. Testing & Consulting Services CEBB Corporation P.O. No. Verbal Imada-Force Gauge Range 0-110 Lbs. Accuracy ± 1 % @ Indicated Scale Serial No. 340509 Standard In Lbs. Instrument Reads in Lbs. 0 0 10 C 10 20 C 20 40 C 39.9 60 C 59.8 80 C 79.8 100 C 99.6 20 T -19.9 40 T -39.8 60 T -59.4 80 T -79.2 100 T -99.2 Force Gauge is within:El % of indicated scale. March 7, 2018 QCM Job No. 18CM-191 Calibrated with hnum Tensile Machine, Load Cell. S/N 936, QCM414, 2 pieces. Range 0-1000 Lb.'s. Accuracy at t1.0%. N.I.S.T. 4 CerL *RP1004200009. Date 9/10/2015-9/10/2020. Calibrated LAW. ANSUNCSL Z540-1 The accuracy and calibration of this instrument are traceable to the National Institute of Standards & Technology and are guaranteed to meet published specifications. Date Calibrated 3/7/2018 Il a,, - Date Due 3n12019 Kevin Grate Q. C. Metallurgical, Inc. 2870 Stirling Road * hollyw000, R.;i3020-1199 * (954) 889-00891 fax (9541 362-5742 E-rF':.!P 1gratc@t) c.rnet.con1 Miami shores Vkffillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 TeL (305) 795,2204 Fax: (305) 756.8972 RE: Permit #T v "' -�Ul DATE: -r-� - �� l INSPECTION AFFIDAVIT I licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: 6r' 1 3(a9l On or about work at11440A65 (Complete Job Site Address) I did personally inspect the roof deck nailing Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me thi Notary Public, Sate of Florida at Large 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection, Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Qo„;—i ,,,, nr4nnnae%Frw nnno NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO._/I' 3f1y-r^03/^40/.A40 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, and In accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. lal description of ppr�operty and street/address: lCt -eew' OF' %� d T AI Ltsc = W&V *a4 &Foi,-2c cr — /Gan uE ia3 CFN: 20180432765 BOOK 31064 PAGE 1822 DATE:07/19/2018 08:10:35 AM HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY J 2. DBscrlptlon of Improvement: Roof Replacement 3. Owner(s) name and address: O'CrO .0 Lbs Alg&Mb0 v 103 Sr /A0.12;E' dti Fc JS01200 Interest In property: '6WNiJ-' Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: Paul Bange Roofing 7 00 S.W. 21st. Place Davie Florida 33317 Phone: (954) 981-7663 6. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: N/A Amount of bond $ 6. Lender's name and address: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(i)(a)7., Florida Statutes, Name, address and phone number: NIA 8. In addition to himself, Owners designates the fallowing person(s) to receive a copy of the Lienor's Notice as provided In Section 713,13(i)(b), Florida Statutes. Name, address and phone number: N/A 9. Expiration date of this Nottce of Commencement: (the expiratlon date to I year from lho date of recording unless a dlfferent data Is specilled) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of O. r(s) or ner( Authorized Officer/Dlrector/Partner/Manager Prepared By Prepared By Print Name kc--04-- Print Name Titfe/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The f re In in trumeril //LL was ackn wledged before me this � day of ❑ Individually, or Q as for CI Personally known, or Urproduced the following type of identific tion• 4 Signature of Notary Public: Print Name: 'C✓ .. ,0/ ISEALI ON 92,625._FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. Signatu (s) of OwnerOAuthorized Officer/Director/Partner/ Y 142-01-52 PAGE) W12 B �Ya.. , ''�'"': ytpR4LYNfi.l1AU.P.'f !AY(tOMMIS910tiitFF999A21 *= 1*= �' W0S;Jut42%2= �' gunllalTlruNoWlli>�ubYOtlltdetyAlba t � ROOFASSEMBLIES ANDR OFTOP STRUCTURES � Florida Building Code 6th Edition (2017) - elocity Hurricane Zone Uniform Permit Applica ion,FormO y Section A (General Information) %Ox �s Mast f it f _- Process�Noo.Au o Contra / e Aw-if,7 tv ��4\ o. F Job Address ,D'y ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles * ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood q�Ingj9qjShakd9'•, ****I* ❑ . Prescriptive BUR-RAS 150 • • • • • • • •�. • • • • $ • ROOF TYPE •••�•• 0. El New roof ❑ Repair ❑ Maintenance Reroofing • • • • C} eco Rveri. ng• . .... ...... ROOF SYSTEM INFORMATION I • ...... ....noo ..... Low Slope Roof Area (SF�,6_ Steep Sloped Roof AREA (SSF.) • • •' Tofar�S�F O& a • ...... .I Section B (Roof Plan) .•. :...L: Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflo drainS.•1,P%me dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of para s. N° 0 0 a �+ t2 a _ o ==I c11J IMW,.al bn m NMI ■Mr r. ■■■■■N ■■I now -a1..ii�r ■ ■ Ilo . �■LEI ■A 1■■■ ■■■■■ ■ ■■I ■!! �! CL� ■■;�F111■■■ ■■■■■�■ ■/►�'� �...,J■ tea/ �EIEEE I ROO!"ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition 2017 High -Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Eagle Rooting Products LLC 18-0509.18 Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or : • • •: Calculations): ' 1: -39.1 P2: -68.1 P3: -100.7 .. .... ICP Adhesive Polyset AH-160-Single Set Patty Systbmvl:argd.... Steep Sloped Roof System Description ' Deck Type: 5Plywood Type Underlayment: I ASTM #30 Felt D-226 Type2 Roof Slope: 3 : 12 Insulation: I NSA Fire Barrier: INSA Ridge Ventilation? Fastener Type & Spacing: 1-1/4• RS Nails s•oc lap, grows @ 12-oc Field N/A Adhesive Type: I Self Adhesive Q 12010C Type cap sheet: ITILI Max Polystick Mean Roof Height: 12 Roof covering: I Low Profile-Belair Type & Size Drip 3Face MA Galv94'OC Edge: 15.34 FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING t L ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose eitherMethod 1 or 2. Compare the values for Mr with the values from M f.If the M fvalues are greater than or equal to the Mr values, for each area of the roof, then the tilee attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 12T' (P '39.1 xI 0.278 _ 10.86 M 7.71 3.15 PfoduCt 118.9 1 ) " ff = Mrl APprov Mf -68.1 0.278 18.93 7.71 11.22 18.9 (P2: x _ ) - Mg: = Mr2 Product Approval -100.7 0.278 27.99 7.71 20.28 (P3: x x = ) - Mg: = Mr3 Product Approval Mf11 Method 2 "Simplified Tile Calculations Per Table Below" • • �' • • • • Required Moment of Resistance (Mr) From Table Below Product Approval Mr • • • 0000 Mr required Moment Resistance* • : • • • •' • Mean Roof Height -1, Roof Slope 15' 20' 25' 30' • • . 40; 2:12 34A 36.6 38.2 39.7 • • • • • 42.2 • • • 3:12 32.2 34.4 36.0 37A • • • 39.8 • • • 4:12 30A 32.2 33.8 36.1 • • 37.3 5:12 28.4 30.1 31.6 32.8 • • 34 6:12 26.4 28.0 29A 30.5 • • • 32 • • • 7:12 24.4 26.9 27.1 28.2 30.0 ;Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compered the values for F with the values forFr.If the Fvalues are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 12T' (Pt: x L = x w: _ ) - W: x cos B = Frl Product Approval F (PZ: x L = x w: = ) - W: x cos B = F12 Product Approval F (RA: x L = x w: = - W: x cos 0 = F Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure Pl or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M. Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W ProdactApprovsl Tile Dimensions L = length W =width Product Approval Ali calculations must be submitted to the building official at the time of permit applicatiom FLORIDA BUILDING CODE 6th Edition (2017) - BUILDING 16.36 • na�� ;4Mv 4, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44" 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 Cont1)JAqc;ion to be used in Miami Dade County and other areas where allowed by the Authority Having JurisdiLtion'(AHJ).• " • • : • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ftbduct bamWol Sectivrn : • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve thVilght to have•this prodijrt , or material tested for quality assurance purposes. If this product or material fails to perfornriri No. accepte$`manner,'the ` manufacturer will incur the expense of such testing and the AHJ may immediately revoke, ing4i f'y, or sufgd the**go* • of such product or material within their jurisdiction. RER reserves the right to revoke• M acceplhrice, if determined by Miami -Dade County Product Control Section that this product or material fail9 to meet the sequirements,' of the applicable building code. • • • • • • This product is approved as described herein, and has been designed to comply with 'the Florida Rilding C •; including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. 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 file systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: • Product Dimensions Test Produt:i TJd?criptioh"' Specifications .... .... . . ICP Adhesives N/A TAS 101 Two component polytt 4hane*fbm*adheft • Polyset®AH-160 • • • • • • • • • • "• •' • .. .. .... ...... ICP Adhesives Foam N/A Dispensing Equipmwt.... .' Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipmek • • • • 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: 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: Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise 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 @ 40' F., 2 weeks +6.0% Volume Change @I58°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 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 • • •' • • ASTM E 84 ."". TAS 114 ..••.• ASTM D 1623 ...... TAS 101 TAS 123 .•. TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 •.••:• Oa130/93 11/ I6/94 D17t6/85 Pat 14/96 04/18/12 0;jj/12 Ib'/2'1/98 12/28/98 03/02/99 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 file 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 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 aaftty having jurisdiction. • ...... 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required befbn Vplicatipp, • ; • of any adhesive. The mix ratio between the "A" component and the "B" component she be maintained between . 1.0-1.15 (A): 1.0(B). •••• •••• • 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispense�jtT1:1000 or JQ * • 0 • • • 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 pr IC. Adhesives • • Polyset® AH-160 has been dispensed. • • . • • 0 • • :0900• .. . 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 file 9-11 sq. inches at overlap .. •'•• . .... Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal— • : • •17 gramseper bead • • • edge) 20-25 sq. inches each" "' :... bead 0000 .... •••• • .... .... Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches �4 grams tMer pan " LABELING: ...... .. . .. . . . All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the' .' manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 ouKrY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 t=w-r: at/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. . 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. ...... .... ...... Medium Profile / Double Pan Tile .... . : "": . .... .... .... . 1. Starting at the eave coutSPb*41ply a mipimUm 211 • : • • (50.8 mm) x 10" (254 min)'$ 1" (25.41fim) foarit' •': • paddy onto the underlajme*ntpositionea as shown ' under the pan portion of the file closest-te-the overlock of the file beirigAt.: 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 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 the being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 M"how*=00* 04"a ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foampaddy onto the underlayment positioned v shown und&*d3 ' • • • • • • strengthening rib closest to the Overlock of the tile . • being set. •••••• •••• •••••• •.•.•• 3. Continue in same manner..l'nsurs approkKkely 10" .... . .. ....P (64.5 cm2) - 12 (77.4 cm2).,§ggqrg inch ZE �sive • • ; • • • contact with the undersidepf the tile. ..;. • •. • • • . . . . ...... Medium Profile / Double Pap TUE. ;....; 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 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 file closest to the overlock of the file being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 lode: ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 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 cm') — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foan: • • pWIy onto the underlayment positioned u$ sh;p n under jte pan • • portion of the file closest to the overldckof the tile...;. • being set. • • • • • •0 6 • .... .... . . 3. Continue in same manner. Wdre apprMMately 17; • •. (109.7 cm) - 19 (122.6 cm s�eiare incl3 a�iesive .. . ...• ...... contact with the undersidg �.& tile. • . . . . ...... .... % NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 tMOOMAO M �' '�•�txai� fbtAAWP"WftTft Mata0 PrOMTllo 1. On the cave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlook of the tile being set. Leave approximately 4" (101.6 mm) up from the cave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cm) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) it 4" (101.6 in .. h).. x 1" (25.4'. .. mm) foam paddy onto te..4.q* erlaymen; just belo.w... the second course line posi ned foan4jaddy • • • • • • under the strengthening si6gr flat files Qr`under the.. pan portion of the tile, el%estto the upderlock *4.. • the second course tile tbbeihstalleQ `iflsure • • • •; • approximately 8-9 in' '1�M.1 cm2) of adhesive • contact with the underside ofthe till! • • • (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) HIP PIllle7ft 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm') - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • . •see:0 •• • •000 000000 *see sea*** ...... .... .... . . ...... .... ..... .... .... ...... . . . . 0000% •• • •• • • • • w • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two PlW& Urm : Nigh Proft"k �_� �_� R•*,.tom SAP?ROVEGi, Two Piece Barrel (Cap and Pan) Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under 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 cm) — 70 (451.6 cm') square inch adhesive contact with the underside of the pan tile. • ...... •••• ...... 3. Turn covers upside dowx:bWosing the underside of the tile. Apply a mi jAnnap 1" (;5.4•mm) x ; ' • • : (254 mm) bead of adhe%1d4' directl3'6flthe inner; • • • ... URN ..... edge of each side of a cov..er tile. approximately 3/4" (1•9. p) to 1''r1J.4 mm) • • • • from the outside edge:of the:tile, ipward, free 9f . • ; • foam to allow for expansion. 0.. :0000: 4. Turn cover file over after foam is apphtd and place onto pan file course. Insure a minimum of 20 (129 cm') - 25 (161.3 cm) square inch contact area on each side of the cover file to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11of11 MI�MJDE MIANII-DARE 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.izov/economy 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 C4ntroL Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have ties .... ; . product or material tested for quality assurance purposes. If this product or material fails to perform in tte ut;egpted • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediat8 � Woke, mbdify, or suspend the use of such product or material within their jurisdiction. RER reserves the right 1'q woke th; �a;ceptanie • • if it is determined by Miami -Dade County Product Control Section that this product or matdf-W.Wls to fleet the ... • requirements of the applicable building code. • • • • • • • • • • • • • • . This product is approved as described herein, and has been designed to comply with the F1o2WBiulding•Eede • • • •; • including the High Velocity Hurricane Zone of the Florida Building Code. . . . . ...... DESCRIPTION: Polyglass Polystick Underlayments '..' •; •.. ; • • • •; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe 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 1 through 8. The submitted documentation was reviewed by Freddy Semino. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL t o : Roofing Sub-Cateaorv: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 318" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location # 1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Deligrid as a ...... Location #2 metal roofing and roof tile u;dcflayment. • • • • • • Polystick Tile Pro Y 61' x 3'33/s" TAS 103 and A rubberized halt self • • • • • lass-�bei/ of ester• • • asphalt g:iPg, g . p Y . . Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membinne. Desigwd as a raem • ; Location #2 roofing and roof file underlay�. •.... ' ..... Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhcW, polye!4r reinforced... Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Daei�aad as a a roof file .' ; Location # 1 & #2 underlayment. • ... • • • • • Polystick TU P 32' 10" x 3'3 3/s" TAS 103 and A rubberized asphalt waterprooAng membrane, glass* • • • Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granularSuiface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 313/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location # 1 & #2 Polystick MTS 65'8" x T3 3/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. Polystick MTS Plus 6518" x 313/8" 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 32'10" 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 PUAMNDADE 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 W/02/13 P45270.05.14 TAS 103, TAS 110 & AS-54 Q4023 : * • 05/12/14 • • • ; - P46520.10.14 ASTM D1623 ."'1%103/14 '. P44360.10.14 TAS 103 & TAS 1� • • • •110/07/14' • �' P43290.10.14 ASTM D 1970 & TAS JJA ...1,.0/17/1Q.... ; PLYG-SC10130.06.16-3 TAS 103 & TAS 110... '..-WI27116.... PLYG-10130.06.16-1 ASTM D 1970 & TAS 11&: .. .. ;-06/27/16 •: • - PRI Asphalt Technologies PUSA-035-02-01 TAS 103 • • • • • • .... ...... -09/29/06 .' PUSA-055-02-02 TAS 103 ;... Wl0/07••-:- PUSA-089-02-01 TAS 103/ASTM D4798 X GW 07/06/02....: Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23138A TAS 103/ASTM D4798 & G155 02/18/10 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 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(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type H 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 11 or ASTM D 2626. . •.:.. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a xMimum .... 4" lead lap. .... for ' ..... base sheet only) ...... .... • • ..... Membrane: .... Elastoflex S6 G, hot asphalt applied .... ...... Surfacing: . See General Limitations Below. . . • • • •...•• • • • :6606: Deck Type 1: Wood, non -insulated • • • Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type H 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.: 17-0614.22 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 tpvsVl be •, pressed in place and formed around the protrusion to ensure a tight fit. A second lay'LU Polystibk's'hall 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 MTS and Polyspck Mt&vfus may bey used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, I'boll ilb systew and quary • • slate roof assemblies. • • • Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof file systems. Elastoflex S6 G may be used in roof file 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 MTS and Polystick MTS 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 MTS and Polystick MTS 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 MTS and Polystick MTS 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 sure Limitations (Days) MTS IR Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS 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 M®, NOA No.: : 09/13/21 MMMFDADECO N7 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61G20-3 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 S6 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 (0) 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 $ 2 • • . • 6:12 • • • without battens " ' . Profiled Prohibited 4:12 6:12 6:12 4j2* ; • • • :12 • Tile without battens 1 .... .... :" The above sloe limitations can be exceeded only b using battens in accordance wi • • • rove• • •' e S • • P Y Y g �Lt��PP �.�1� Y$�r�l.' Notice of Acceptance and applicable Florida Building Code requirements. When battchcare requited, they sIWL.. 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 Yo avoid dropping of • • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for ldadingprocedure , two tilt§" laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total af•6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. • a 0 U) N m NOA No.: 17-0614.22 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 LEWTATIONS OF SPECIFIC APAXAMONS. *00 LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECONV4F2VATIOM. , 0 • ...... 906060 ...... 1. Polyglass does accept the direct application of Polystick underlayment membranes to-web6 decks. Iastallers are cautioned to refer to applicable local building codes prior to direct deck installation ta•MAW thig isacgeptabie. • Please also refer to applicable Product Data Sheets of the corresponding products. "" "" 00000 . . ...... .... .....m as per 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge sea-Polyglass- • • • • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minim4ff t 1t$ " metal disk as •, required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at aavinimum rra{e of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail-4pa, area paAclavar" + • • • the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cov8t A. Area being back -nailed. (Please refer to applicable local building codes prior to installation.) 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 layer of 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, applied in between 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 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 VVY12", 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 -Eight (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 MIAME 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 40 lbs 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 APP WATIONS. "'s:' LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMWNpATIOtl�%. 0.... 009:*6 ...... END OF THIS ACCEPTANCE .... .... . . .... .... ..... ...... .... ..... .... .... ...... . . . . % ...... .... NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 lij] COUNTY MLAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 (AHJJ. ....:. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Sectidift •: • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tWe right to Itavethis • • product or material tested for quality assurance purposes. If this product or material fails to. putUm in the accepted. • • • • , manner, the manufacturer will incur the expense of such testing and the AHJ may immediata154sevoke, mcdq, or :' • • •: suspend the use of such product or material within their jurisdiction. RER reserves the riglitty revoke thi-. c eptaneV • • if it is determined by Miami -Dade County Product Control Section that this product or matt fld Mils to m$8t the 00000 .. .. requirements of the applicable building code. .... ....• •.. This product is approved as described herein, and has been designed to comply with the Flpri& ]Duildigg Code ... •: • including the High Velocity Hurricane Zone of the Florida Building Code. 0 : • • •" • • •.•..• DESCRIPTION: Low Profile Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless 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 No.17-0822.13and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino, NOA No.18-0509.18 J Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test •Product :***:a ApRlicant Dimensions Specifications Teed idtion .... .' Low Profile Lenght = 17" TAS 112 Flat profile concrete roopiile a in'ped with'twd" Concrete Tile Width = 12 Y4" Type 3a nail holes. For adhe5 vp,set, dirept &ck or ; • • • • Thickness = V? Class III battened nail -on apt lir."bns. ' ....' ..... Low Profile Lenght = 17" TAS 112 ...... .... ..... Flat profile concret8 Yobf file equipped with't"(5 • Concrete Tile Width = 12 Y4" Type 3a nail holes. For adhesive set, direct deck or '. Thickness = Yz" Class III . ...... battened nail -on applicao-ons.. ;. • • •. • • . • ...... .. . .. . . Low Profile Lenght = 17" TAS 112 Flat profile concrete roof file Ai -slate finish Concrete Tile Width = 12 VV Type 3a equipped with two nail holes. For adhesive set, Thickness = 1/2' Class III direct deck or battened nail -on applications. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof file with shake finish Concrete Tile Width = 12 Y4" Type 3a equipped with two nail holes. For adhesive set, Thickness = Y? Class III direct deck or battened nail -on applications. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof file brushed finish Concrete Tile Width = 12 Y4" Type 3a equipped with two nail holes. For adhesive set, Thickness = Y? Class III direct deck or battened nail -on applications. Trim Pieces Lenght = varies TAS 112 Accessory trim, concrete roof pieces for use at Width = varies hips, rakes and ridges. Manufactured for each varying thickness file profile. NOA No. 18-0509.18 MtAMhU��D� COtx�1Y Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test AQencv Test Identifier Test Name/Renort Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) • • •; • Redland Technologies P09647-01 Wind Tunnel Testing..' : ...Qug. 1994 •" TAS 108 (Mortar Set4••�•• •••••• .•... . The Center for Applied 94-084 Static Uplift Testing , , , , • • • .May 19?4• • - - Engineering, Inc. TAS 101 (Mortar Set')....' ' .. •. • ..... The Center for Applied 25-7094-(2, 5, & 8) Static Uplift Testing::::: ilct. 1904: � Engineering, Inc. TAS 102 000000 0 • • 0 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testingr ;...Feb. 1995•0: - Engineering, Inc. TAS 102 • - .... The Center for Applied 25-7214-(1, 5, & 8) - Static Uplift Testing - - • • -%rch, 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7496-(1 & 4) Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity Sep. 2006 ATL of South Florida RT1214.01-15 TAS-112 12/17/15 ATL of South Florida RT0706.01-17 TAS-112 09/25/17 PRI Construction Materials DAPF-001-02-13 TAS 101 (Adhesive) 11/30/17 Technologies NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 3 of 9 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 in accordance with TAS 106 shall be required, refer to applicable Building Code. 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 County Product Control Section 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 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 Rule 61G20-3 of the Florida Administrative Code. :...: • 4 INSTALLATION: •••••• •••• •••••• 4.1 Eagle Roofing Products LLC Low Profile Flat Concrete Roof Tiles and its components Aall be installed in Mtdt•; 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 i • Tile Profile Weight-W (lbf) 1 Lendt 141ft) 1 '•Width-wJU)o0 Low Profile Flat Tile 11.4 1.42 •• • 1.03 Table 2: Aerodynamic Multipliers - A (fts) Tile Profile A (ft3) Batten Application A (fts) Direct Deck Application Low Profile Flat Tile 0.301 0.278 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 799:12" Low Profile Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct I Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 1 7.37 7.59 1 7.22 1 7.44 1 7.05 7.27 1 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min. 19132" plywood) 2-10d Ring Shank Nails 30.9 38.1 17.2 NOA No. 18-0509.18 . Cou�rTll Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 4 of 9 Low Profile 1-10d Smooth or Screw Flat Tile Shank Nail 2-10d Smooth or Screw Low Profile Flat Tile Shank Nails 1 #8 Screw 2 #8 Screw 1-10d Smooth or Screw Shank Nail Field Clip) 1-10d Smooth or Screw Shank Nail Eave Clip) 2-10d Smooth or Screw Shank Nails Field Clip) 2-10d Smooth or Screw Shank Nails Eave Clip) 7.3 14.0 30.8 51.7 24.3 19.0 35.5 CW 9.8 18.8 30.8 51.7 24.3 19.0 35.5 31.9 .. 2-10d Ring Shank Nails' 50.3 T 65.5 ... • • • 1. Installation with a 4" the headlap and fasteners are located a min. of 2%2°from hobtr6f tile. 4.9 7.4 18.2 24.4 24.2 22.1 34.8 32.2 ...... '48.3 • • - ..... Table 5: Attachment Resistance Expressed as a Moment Mf (ft-IDf) . for Two Patty Adhesive Set Systems ... Tile Profile Tile Application*, .' : Attachment • Resistance Low Profile Flat Tile Adhesive' 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams. 31.3 3 ICP Adhesives Polyset® AH-160 Average weight per patty 8 grams.. 31.3 4 DAP Foam Touch N Seal StormBond ® 2 Roof Tile Adhesive. Average weight per paddy 8 grams. 109 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile ICP Adhesives Polyset® AH-160 118.9 ICP Adhesives Polyset® AH-160 40.4 5 Large paddy placement of 45 grams of PolyProTm. 6 Medium paddy placement of 24 grams of Pol ProTm. NOA No.1"509.18 Expiration Date: 10/05/21 Approval. Date: 06/14/18 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile Mortar Set 43.9 7 Tile-Tite Roof Tile Mortar. 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". EA FLORIDA ... (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) LOW PROFILE CONCRETE ROOF TILE LABEL, SUMTERvn LE PLANT 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No. 18-0509.18 MEAM , Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 6 of 9 PROFILE DRAWING on Low PROFmE RooF TILE LOW PROFILE ROOF TILE NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 7 of 9 LOW PROFILE ROOF TILE NOA No.18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 8 of 9 LOW PROFILE ROOF TILE END OF THIS ACCEPTANCE w • w • • NOA No. 18-0509.18 Expiration Date: 10/05/21 Approval Date: 06/14/18 Page 9 of 9 ~ :AAialtl�ti�:�oit�l�y�iXt�:atiiFRAot Rrr�ifit �rnt *'LeiFvrr:;EsceJS►eir�.er:L�f�+sry: iF?s�t��' ftlE: lx t6n► k roo.-a rr mil # lf�r �gl t rs4# A�tf ��+d �+# ow* box.: tO..pE SYSTENt IdAAI.t FACNRE TO In PmductApp O ($0 7 1_QL33 T6 �ysteta - i t f hAinexal Stt de p5#ie@t TOP AIy ►rn9 Wind p1�R Rr ; i^#am:Fti4S 1 #.or T�4d`C+ 1 [a4o[ta: I a POP {P1)..Ftelcl .-h 8 Srittatrtg .iFaiHJ1B . (p2) Perirneteirt� �1m�. p5f 3t[iEiLI+k* NMEM MIANEa' (ft Comm.. tt?$ 4 ` � Si�lgtd P!y r / Tjrpot. *A Iulaiiit�utrt C38sign Rrs6pra From ICI �A -' paP • 1/2 $iiigte Iy.�hest VlktdiM:. Shetet Wi " �••. + •. • goat Slope 41$ ; 12 Ruf Ivtean Height: 1 it • . • • .. IVr Of Sri7gl& PIy 112 $hee3& /A • • • ... • • • •: •. • PArapet Woft,: r Nei t�8r8pet wa11 kie{ght Its: • y i • • gielg�s yr btmmt F 1 > + • • * • • • » • • • • • 1?er�c `Typa: .: -.$/'" f5t}IWS1QSt' ' ' ' .. :. will 0 f• w '. • • • •. see**: ..t`.asMWM sPAC + rut t si t rrw.t i r 0 • • we 0 WA: SnpPart pp ciitg: dc. •• • �. • AlGeiiaBU� �aai Type NtA • • { t'18Ifi n QI6 i slys $4 rows `� fi�: • • , • • • • • 0 Xf911 *4006.0 NIA FirB; H8n't8ry N/t� apbr Bamefi N4iM8R 6FANESSRiN$tM1:RiT�QUt BE7ARR::. _ NCA is Fietd.. N/�i 2;: Pt' NtA , 3. C,oritsr Attk�iN 3tNAH3f: _. Iti�ala�r7 �stQ�"'�yti8 NlA. ot MCI* 34m F�isrtrirIBnnd`rsyq r. .. . NCI: N�U.ttR T'Yf►F A� ..:. lrsula5cm t3 Lyet 3isx3 & iialch+bss '::. NCA NIA iNood it Fast�crsr t�rpe and Spacing:. (nst�attQnLaseteye:�a�eeier/I�otxtls'tg.NFeN��i. . . ; ::::: . NIA ED�sE _ 1Fr 4t�PiNfS #�'tA1t. tn�ulaUgn Tti�xLByer Sias &�titckness' �tlge likBrtal MaiteFili�: '-��Nz�td late-.. .. : . Cer�iutTe�i Cot}te3ru�aaui 20.1ores:lloasi . ?1 Olvem PA.19 55. . . APE. ..l Tht i s:eitg user :ixhoalsie titles aeu regtilatmn Ilse otstrti�atenS.t3 600000 documentatitzu sO�tray ise i view k:a d cee pied bar ]atie cist iy - z�du onttt►t ro + l • .: . used in M ,tr ade d tlier areas:wliere:allowtd.. the Au �ia�m 3urisdic#im _ a�n1y`ana .... .. by th£mt3' . g:. . •if•.� .•.••.. This NOA shall not be valid �ftcr 43ie tau date stag I e v 'm .i-Aade ,wityapduct Co�c�l� � • • • • Aim• ••�.'.• ec oo {I i lufial u .i da i andlar the A a as' rther thaii l fiaaix�i i�ao Cousity) �s � . have: this prc lust e►r: a1 tested cjr 4.1Ii ass ce pitrpases if thta srrrct # yr ai riifi a�t� erfcsrm i • • • • • • • • u accepted . ,the et iTer uuli h oW the a pcuse cif'such ili$16g the �4H7airy time ly' ...... xeV61£E, fliud3fjt, ar SifSp ttae ctf each gtodtic% DTteTi R�i#!1 th�if jsdacflo� red siw�re iltti►• • • TOolfetbtstanee, tt is detetnmed fey Ivhat Dads uttty`rtsdtagtmi 3eetia that#:hisptU.:. 460006 neat l az1s. icy s i':the TeC (l i a ` he. ? ie bu 0.... c ; • • • ...... .. . . ti5 jpFc tlGt`1S a YL'C U. i�SCt1 87Ii, I. E 1 L Cflf[� !tt�#:t iQ ' Ett2�dm �ft�B� .0 -0 Eitl((It i Owl VifJCitjt`TiCBIlEf}pe Otiie`IOIItA i1g COt fp y$����y��}i�9�(!� aS,f�Ci^� �C1i7N;t4+iiflTs Mach liflit'�li bm man +"t. !<1k�G� *Ilu the i�rtµ3;GVt�1-e+t�.} ., ... .. I�A '�tattt: �� Cr3tntty'ti.ttet eon#i�i A'Y6S4: W.il r.�iv'i7Orpi.' NFIW © S A S (3 i$iE�el€Ci &fir PLTCp£iYk� a pi 116T1. �1@Eri: Cif t YS 53 be 1i. fl Ceti ilgH t apptiblt< tieing Bode �iegativeit affectig.tte periice of tus:pzachtet; T #ltil�i itltIs. wzil' occur F tiaeCOt date [lr rF tit€ hxs.izeeii $ EffiT'}Si011 t!T Chance In the mat�rlals,1J:S; and/at It] pufSGtBi�.Ef t iC'pr 11 t 0C. i13 4,SS It iSUS O tii S: 4 5.&iiS t S e it 4 $ t �7r04�11 I . fvr. sate55, afiveTtisin. ar.auy:.itbet.ttirpuaes:sliali aait�cally i ate t! �U3!A..F�luTf #c� eY �i auy section bf title IiTC�A:shad be a €oT.ttiazt:aiid ietnodi cif N(3A.. 0 siiunber pret�i� by t1� woi+ti5 .�iaW 13�iie �a t�, fibnWa :and i�alk� : b the . ex}iir 0t m date. my be xiisgiayed: aciver isiitg lit tare. Tf any p fthe i is dcs flayed; then it sliaii be:c INSPEJCTION: A copy of rtus entire Nadi: shall lre_prvvicieet W the t�,ser.lty fl =rMfae er uT rts: ciastr baf ss and. sha11 be a�aalabie.fiittansg�c 6n at:t ie,lob site at t tegne`st pfthe BtziTdii Qfftc�iai: . Tlixs r t;us:z�iOAA -0za4: 4. a: & sty 6 :., ;. ou 1. The subtu'tt titgentariin tva tvveil Yry T�ge;s; . . ROO G:SYST�M APPIROVAL gott. .. tet=erY;_ � am Scrs'it Tp R�t�fi g i. : MkGTU S #ylt D $ E' TABt 1 Test: Parter . . 5 Ali 1 eath rfEi piFe $ase: i" 'kQ� A ST f #(tFT : E spha3t ►a d, erglass xe nfibretd base Aoet. Sb .: R0 I yve b 8l :abs:. TypeII . . �2 stZcare$} Fimtglas Mme at :: 3tr" 3 '1i%' ASTivI.l7 3,9t spb It p d; tdt' d ►or n , i ss. Surfaced tali; Shot Roil Veig S Ibs fiber stt3 vino .tenets .usds f:. ....:. (. bl p Pcon3tir3 `ribGtn &< . veutoiandl ...... F*l . AT. balt ` StirfacEti tep a1St c . �l eight: g lbs.: tb iE s i:i�rit t iter r 2�llttl s:useQAttie 00000 it sue .. top ply �: cpYivc ttxo Cow �vitti refleeti've Ct�'�?Sz�r i«o�tt�,' • • • • • � • k ss fly aheeE T xe 36" X. l "1"; 'lfi+i`x} I78 ei ss, asphatlt ng � ii ply.sjie , .... ; . �.or Ra1l �esgbt 4t}� i ]bs.. Typ`IV <rr V . � �...... 0: . 5 s UL.T Gi.:. .. ....... . plc ;las3ese Skeet 3b": x'9";_ AST 14fi41 8r1 11ocid;bg xeiti%cecl bas�'t boil�ighs? T. 1.:: .;Rex -I Clss $kse. 3C> ` a 9g' A31' S`1 &i SBS Ma&fied, fiberglass reb*%v d:base slut. Sbesc Roil w*vi ht: 40.1bs, faqirs} Type l t asBase Base Stet 36": x 98'9�' ; 1 Tikf`D 4601: AspiYalt roMd, fiberglass: base sheet: Ut. Type t2 BiscJt b zii 3as 36" #87 it ..AST114 197d: Self iig b6esrglass relrif ccd_—jno. fisd va��ht:. 7$ ibs: �tuin�n is sheet �� squires)` E I.'ri�dur�t`N;a�te " " Ptudaiet"Berri :A%IatEufactur�r: " Mak "C.urreatNk) "... . Ftu tBoard ISO Fol n�oc efx ertt-ms #iss i." "" rCatriT� d .. " t a II F lyisc to fpa st la 9 `" Atlas oori Catp on H-Sluff ld I'afyisi riutata fc : risulat dii " " lftufer°Pana LL C T im,* 3ecnsDe tc Prhad. t Genres Pie oypo ENR Y 3, ENW IZ5 PSI. :ficl �n " : 7 ille -0 Uitra Wit, Ivt# l�fa�€ F.A.. P€iLyt�cyi zusotattt�n;. +faxOperam , LC:. trucii cfe ghl3eiisiiy tl 13ocaf Deiisity'kYcyod l+ib "irr ulataos�" "" " " . Bluo dg,e FiE ardrl c:. " Fnexgy itl "� Isea to lat 4 Per ite iost Gott ixoarc ." (xA :. • • • : • FesciiBoard. ". E�d: rl tclod fiber i sulat v IflhtisDrfa tII+ilte +Capp... "" • 1PPR<#VEII:TAS1`,i�%ERS; Y Y Y Y• Y Y Y eoe. " T. •••. 1O i. . . . Delcfast IrLf�7/8 Gataiura,�#Z#?:steel glue rlxn 3. I cfasf l'T�T P Paly p lene "f" SF :Grow U?A -I o 4:. #12 SWulard Roofgt�g 8 tLt � fastcaot' or wood t311c1C , i 0.. SO a S: AccafiiicHezt ra tst tl faster far wood QI�tI0 In, " 6, 3} V��Fk Y UMO G-Oviam- 0 r tii� '"law. - r.xQ nd OMG �.�� ?.: E4cTtac Plate " CiIt�sttur:§tressriate." ". 3' saara#s;:I6e.. :. 3:in XamdMeWTIat .: €vali c:t ti:"st*ida " :." : 3" :round.. EMW.;:bie.. 9 Thfa:4i41210I'f & Trizfast lnsulatlsiti to forward Alt ittoh, Brina Co, . 1. .per '(� f /� ^{mob}Ti ��''�'^�. ,�y� . kli. F...iAmow..4 sula loll (�l,.yT�-y�,��iya.��ct�'11Wy!¢' (�. �.yy'�. �{.� a �.Iiit YitllkF+W AZ,50 .745'Kr� �;f.�A}1'v: 3� 1-rouna 1�V;` tX. 'Cm AlWh1oh,}} B�t . .... "ikiC4G. Plate rnc,,k .Ul ief A.Xo; '1:7-490,15 i�ppro�al Dabs" $4�2+�/28 Pale 3421,1 IA�eliGWl4et:'DW Tiinityj T S 1.17 ($) 10.06 if3liflf06,: 049t1 A4 07: g Ul7lE?7 08*5 SC t:I fl? i i134 IQ? . C83'7th8.8: i$. E3Sl14f48: A L Pbysuai :PrD 1QaS09.O-R4 03!25110 ASTM D1970 C 44(35E3. ,1 - Q ►LZSf :: 'i`Mx3I 044Ot10:3. t132li3. A R 114.0.36T 1J 3A . :.: I�Dn�stsxm "Teciin4t�a��s,, Inc::.. ASS D �9tY9� D 4897 A�G31 SSG: i19�05�48 F It�fOtu F Er 44 fl:.: T I 3Y8A LAM. . _ . 0312 196 .. e r, O • C44(i..x aii7c4AM:�•f••f 1:1tti�t& •• •seer•. I,7�de�rtters::LnbD�a.�ories, I�te. :T3L't f t�i16�.6 ..... UI GT.'�. l.i � • • • • Vf1d c7#a4'': i 1.UFI kl�i 1+7 3.(. • . • f f.• L�G7'E7M. • • • f f f f f ASilttil).5147. 974, •. •• 06/oW4. •••••• . .. L R.ktisVl'Lit�{.irrtkoIIIatritNs .. A``L I36I3 G`I'C€3tib-a2-iri • •. • V!P(!•17. • • • • T.eolog:LIC El"I`i1U2:Z7$ c%t1-2UI • ...f}31:1tF:Z • • ' • ASTM F;iZIU C X-412-34QUI, . flYIM • •.... A`if1.Q1.. Tc. • i vclt T e l:. Wood,.'itt : ttsitkat i . l k iie riptlu ,> / . pc g** pl ood or :*mod pOtik Systi Type R,}aasxet: c1arcarIy:attacheL AR CAntral aMd;T:iiao ado,a� apply. 8ase.5Clteet: ` Ail 1eatlriire Base �ht,llirlas, It=lstas 1' &1aase tchsatiy. Y."" a,}� C-A.y1 wi,,4y1�1 $y, i'{,},viG�.li Qry d.tin �"rr�},c•.., 7M'� �'� '. tlre.Iagand vo� ►vvs.St3 d.inthe�'e'i.7i'tvI'o iiG_.S13FiG'eL.��G �o�C.. . k�ly Ins I�vvo €�x xtctr :p iei dffbli t� ply-S. s t l° ge t t i as:I Aztt fly She t:.jiYl o�3TM-1)226, Tye I sliest adhered ttr.a. frill Epp ing of approved asgbalf att. app3istt . eat# Si►eet..tlparnaI) ROT 1y of>"l�utgls heal 1 sly oitas li��+6utsced • nolStaradd d a 1 13 moppr g;rifappirc ci asphalt at an Vp icaticw• (Re, ed f ao,capst elot r used a : first tail: p •,..• �vitiiin aaexrt A. Ttssta]T cane tsllaxrmg 1, �auel or sly �ppl i at i4 ib /sq and 3OQ. lh lsct, €sp eti ei iR ' aaz s . • ..:..0300. U1fCit espiial€ ai.:6(} lb:/sc] ... . , 2 k4VtT pact .Ct►attig :C(i4St3g i# Is obat crf AP+0$i"��`��"lslAli"at • • ,.�j, at1�$i'�d'4olth, � ./Sf� ��2�� c"1�iCtC.µ �u�1AIiiT1;.LSII(;�G • .. �.. • /a 11�RXtiriiiliT.�EB'l�It:. _ .: _ _ • • • -S;IBSc'afari:I.iliiuti #9i L s WOOD'.DECKSVSt9M LDGTAnONS: . 1.. A s'lzg sheet is equued , i0i Pik 4 a d.ixly 6 :wl usatl::as a eGh�tdicaily fast est.bast of is urf ,. ' %IERAZ,ILIiT"Ct?i�T�.. 1 _01 t%catinti. is. nci# pari ©f the aeeeptane+e refer: fia amum i Atiarvvedc+fzng. lt!tatetialstcry "fs ratitW of ilia pt duc#.. 2. lkisuiation may be ustalled in m� a rs:: The first lam sl o be a�� in Appzs�vat itdbluies A�i1 #he# layv s smolt 6e adh zi.iis a full: iroj sg cif a r�v�d spfiait igited viti tic .' . rang, aact a rate call(! 06sJsq;, o� hsehaiallyed the teri4ttg �mf t E I g 3. standard- WO sizes are aee ia>�1 €or tt iiani at elm tNhcn a # :i i'appra h 1#, P . 4.: Aaa ertay aridtc# r C bid"iu�nalafsc�n' pa�issel sa regtia seii. cxs all ap.Ohioiic oo ovei .rdosed s ett' f6avi insulations Who.tho iseet 1s. fiali� lttilp eStr nb re v t3t?atd iS used the bad Shot SiTsil applied Lt . n +R zxnopps g With appro d aapt t#, Eiia l tei :�nTGI &; 4 tx G,y nr s#i1p it 021.R 2A To, R . easeii 31 Id s�ne.:dtzruts t lCe C it 4l #11e: Si*t ally a t�cststinisa are8 Q V tTi i(ili' nC tgy txf • •. r s is.nal a cep#nabie,: A;, $" breair>'thw : 11. each 0"ta66nx to allow cxm.ucflE m',' i�ait ' • •• � • • r application of either system. mil be at rziimutn xate t}f 112. �aq:Qe:t at systsi4as - ..... .. ••.•�..' lim tted:ta tiantimkattu: d price of -d5: psf, • • • • • • S vas no spumg for as �pa al�sntasttaxs fisted mliirat ce fkt Taft x4pptio$t..on c3ard TABS ` If #ite astener value; a t mod, ise�is� ' .. . ?S ibf mS#k%atin aichzt�ant shall slot ije aeccgtable ..'0. 0• ..' 6 : `%astet�ei spaciisg. farm haoisal alboAf aaaehorft a Slim or mmbtatie :at� l� � .$ aiistiq�iut� • • • ... _ tata r resa lice veil ut oomjut ciri witiY;thee'des19" value Iis#ed:within A spe�Ifri'e .... ; . fastenerxessstaince be is 3►:#ha# recisared, deified t3y the I3uatdusg E3#i'noialT a revisezi:faiener s.S • prc1 ssgans atsd sealed bX if tptada refits# ed I?t l`xtgan MOW 0 Regfst�cl �aitf. ; • • • • .�ioia3. ,Rested Cass. zii#aa}# .maybe. saE�iriitted. d t�v�se�t.fa.�ienex spacing smell. uii:ze. �e v�i#a�Zav i�esrst�xce' valiie�c 3�.' : it l a fing,4pplzcat a rti from'Z`e tatzg::A plic t ids 105 and caicula#noasss its cp Ttau eIj `RAGS t,'Ifi ?.: hater and corneaareas shi ey vfrk#h shed. sure tgsureteats of areas. l`aet dezn3i ies snail ba-aiincreased- :fiat batli snsuiatzoii and. base sheet M. ca fated ii . ;CO ;Mugu. with Ro A.7; Calciriatac�t�s;prepaxed, signedct'seaiexi. Ilya Florida restored Professilanal i?axgeer,tereci .A;rcisct, ci ltstered Roof G�xnsultaAt {'�� tli�s �tatiaff. is sift¢�riitlr riferred: yr ,in tltis NtltA, erxt ...... at►o # :not be ppt%rb j $. 13ti attachment attd %Zittg of �t milers; p4b . pm.#lie, anchor g:terszsltrat am design slsall- fartii Ring. Aipptscaticun gtaadarct.l i t t and applica*autsti. toad te0iiEeasnents ..'£he itain�umAssgge pig ii tatsoa meted aTi licabih #ti aft rtx�fpress �sD. peYim, aaneit: coxracrs Necttner ratioikai ants; Hari aplatu�B shl be xittt:Zrnc fastein at enla ced pr une zoo p t* rein too collects itdc6rnersl. VVltest lid +ls ape f#ea _ .. etferred W thih xis NO ri�i ,ittsfts#ign #7 1i W.ap #ical�ie j i fi•. I prodasets izste inerei shaiI 40sssvzattc atTdit ip 4e46re2 °wigs the Florida itg. Cie aict:' Rule.OV3204 of theTI944 Aozz si� Cone: . Y l,i-94x w i� Ius�sbz�t uia�nlegt�FnnlXYt�i�asgrpi{nt�tl.,iS1�J'�'1'I�E#1�i1;.. tz.pr�ts Fit�ita� '�!p cr> 1� � r ... ....... . �.1�.:3iD:. -&iuC:ta7t:G�v3GiCcodst�t:. ;Att�tt.M�? t�:'iNi!ll;�FafAp�l��lPifA13:. :�ftt::.�.j><plj�]�'"1riFpt�lis":or�'�irt;td3ts''6fp�6ue=, . " �: 01Mts t t $!� tmt�trus 4/2 ►AfF;o}e��i 6teekaq,: 3.O�Ekp AOE_ .'.. • • .. XntIA1K I.: tittWq0016 W.C. V;. - S AD: WeaN+er!#ipp :. • . • • Oro DrehtalG .: • . . :Y%"`:Y1MWttlId i(t410t: pTOt�alst �NRZAbW61!!4:"" • • • . •.• •• •. spitbf�+;ifl�cbbEpy'PgpdiBafPFs�lfatnlCt7r3ype:ei�i�� • • • • n+oFP� coos •• RIMi,- .t�rytti • • rfo•• . os••so:: o•r• ;S.11iCkt � l5/�;T: XiteMhsr33 : • • • coos• how (H' llttt shopped. '. -k • t+a�*y`r��1�x���1.��'F1ietra3ShiltpRu • • Wkh: hot,�'upA�,s6Sly�,. � • • 6 DIK]ts CY130� � � _ • • • o.• o o •'• i�'�etlbt>tikr GC tn. as{.���rtea V.pQI',jearde� • • • . too , �M�i�1a -R [Y�w,tio ls�s 11 fC 01 FTO at 1.It�as` 9lY.f�lt� �pe:6; ar- bi :thtra� MMtsoe te[t ttdiVl3t �:Tvps 63 er "6l+rrtWws�P qr ti4 CJfw�llN�d v�wporratsrd� : ' t [js O.W I r ts�rf 7 y ear dtisE 1Q' 9 feoc i c. PsTitta. i dsADar or Ws d Bba .mj M4c � 7ltriti oriOur Uittii� ae"fyl� trt"�IAie"DiY: ' . - .� �*'t 11seltr G 15/32 Ret l . . v"p+ YJsM G Af tlt .fliNf wG9r drr . i oftwOft_DT 4k"�y0ff�'C#�f,61�h9q.4!ita f1'I�AViAt� pfpT �lyV4gK�,f>Qf1iCR9�. OC•"iN(10d i$!R 60. TlDg62 �#QklCt"s �Y �Mi16Mi.'� �Si�4�S l'YDQ'61'9�5tM4t�". . . E *:Oow tic " .. iib [iea a tyr aa4o niirg mtir+aktsavN+e ` Y 3': d M perlKs. .. . ,eyl�wTwom laud +c�lfRn . �_" s��w►iti kt i► i1ro�Ryret iYAtiF a in' it 6"* $hue w * itl0er�f'!y{w .. F� tcly I9herli %`�YPp"t+"ft(tli�s#1liLrli . ip. LM�IrJts f+2."�ibw ia�lnMl� alb Y+lirulEgoei 4 o111t)s »" Die orawrc tlsfwA'itliNrl*i vlowf4wr, i; rrimisrsuiil,: ➢Erlite. 3j�4-Iss tclinlinU�es;. : ; 24'aiS 8;`35►Pm- tY. M, 9) M. i "Delivering E cellence Every Day" ------ MIAMI-DADE COUNTY ------ REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zoe e are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as jAe of the agreement between the owner and the contractor. 2. Renalling wood decks: When replacing roofing, the existing wood roof deck may havi.to.Se • • • renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricaix+Z&es) of the Florida . • B ing Code. (The roof deck is usually concealed prior to removing the existing roof SgSte'rh). .... • • • • • • 3. Common roofs: Common roofs are those which have no visible delineation.NfAreen notallboring' .... ...... units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor. wid./pr • o r should notify the occupants of adjacent units of roofing work to be performed.YM • • • • • • • • • • • • • • 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof deC�iug,oan bt- • • • • viewed from below. The owner may wish to maintain the architectural appearance; thel fpre: roofing rail ; • • • • penetrations of the underside of the decking may not be acceptable. The owner provides the option of-' •' iyNt.ainiing this appearance. W] 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original r ing system is removed. Ponding conditions should be corrected. FUTI 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance w44 the requirements of Chapter 15 and 16 herein and the Horida Building Code, Plainbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Oivner's/Agent's Sil Contractor's Signatr Property Address: :1] / / umber: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name; Property Addre Roofing Permit Number: Date: I C) I ) �5 ...... .... ...... .... .... ..... ...... .... ..... . . . . ...... Dear Building Official: ...... I OR7t & Age. YAd certify that I have improved the roof to wall connections aftje;referenced • property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by th lorida ilding Commission by Rule 9B-3.047 F.A.C. iu ,C. BARMAN 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 day of C)--3 20/9_ Notary Public, Sate of Florida at Large r.. cHHlsjv coca , of Florida � ; >cw.�-��i;9� -•,; (SEAL) ,"^ U'•c _ + Notary Publlc - Sta?e commission a GC to2 Expires N ay 19 , 2021 . � •r t , , � q v .,`�? My Comm. +�' gondedlhroughNmiarar;<�;'y. Revised on 5/21/2009 FINAL COMPLIANCE Miami hores "Village 9 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: 10: • 10050 NE 2nd Ave Miami Shores FI 33138 • Re: Owner's Name:A16R_726d L BARW14d .... .... Property Address: �N�' /OARD Roofing Permit Number: •*0:0: . . . . ....:. Dear Building Official: ..... • I ,46X7P,A1 4 • RARCMAI certify that I am not required to retrofit the roof tti:vall'connectM.of my' • •' building because: o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. )(The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of th Sout lorida Building Code (1994 SFBC) _-6LZ 1- Ate" Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, depo es and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of CHRISiYGOGA Notary Pubk - Stilt(, of Honda *� 1 Commission « GG 102127 Notary Public, Sate of Florida at Large " �°> Vy Come � gxP ;e,sM'N��9,y202� • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Roof to Wall Connection Affidavit Complete and provide two (2) copies signed and sealed prior to Final Permit No: Owner's Name: BARCHAN, NORTON & MARGARET Owner's Phone #: 305-793-8868 Company Name: BGB RENOVATIONS LLC Company Address: 982 NW 109TH TERRACE City: CORAL SPRINGS Job Address:1600 NE 103 ST. MIAMI SHORES Lot: 21 Block: 5 Subdivision: MIAMI SHORES BAY PARK EST State: FL Zip Code: 33071 Name of Qualifier: STEVEN BATES License Number: CGC1523385 • Contact Number: 954-802-7663 • ...... .... ...... I, STEVEN BATES do hereby affirm: .... .... : • • That I have personally inspected the roof to wall connections as required by the Florida Existing BLAQipg Code s2C40n 101.2'FC o • • • the roofing permit referenced above and further state that the connections comply with one or mt?15PTe followiJJ plescriptire• • • methods. Initial one or all that apply: • • • • • • • • .... • • Roof complies, no alterations needed • •: •: • • • . • • ••••.• Connections by engineered design, sealed copy attached . ; • • • • • • • 201.3.1 Prescriptive method for gable roofs on a wood frame wall • • • • • • • • 201.3.2 Prescriptive method for gable roofs on a masonry wall • • • 201.3.3 Prescriptive met1hoA for hip roofs on a wood frame wall 201.3.4 Prescriptive method for hip roofs on a masonry wall 101.2 When a roof covering is replaced on a building that is located in the wind borne region as defined in s. 1609.2 of the Florida Building code, and that has an insured value of $300,000 or more or, if the building is uninsured or for which documentation of insured value is not present, has a just valuation for the structure for purpose of ad valorem taxation of $300,000 or more: a) Roof to wall connections shall be improved as required by 201.3. b) Mandated retrofits of roof -to -wall connection shall not be required beyond 15% of the cost of the roofing. c) Where complete retrofits of all the roof -to -wall connections as prescribed in Section 201.3 would exceed 15% of the cost of the re -roofing project, the priorities outlines in Section 201.3.5 shall be used to limit the scope of work to the 15% limit. Inspection for this purpose shall only be done by a licensed General, Residential, or Building Contractor, or may be done by a registered Architect or Engineer, or persons certified under FS 468. Qualifier/Con// ctor Signature Date State of 7 1cA.-- County of Sworn to (or affirmed) and subscribed before me this By: Notary N GG 1021220z1 � �ra��t C„rtlmission M,y Cnf1 m. Expires May 19, 'ur. r�",�'' ficndcd lhmuyh Napana "`� Notary Seal Roof to Wall Connections for Site -Built Single Family Residential Structures Guidelines 201.3 Where required by Section 101.2, the intersection of roof framing with the wall below shall be strengthened by adding metal connectors, clips, straps, and fasteners such that the performance level equals or exceeds the uplift capacities as specified in Table 201.3. As an alternative to an engineered design, the prescriptive retrofit solutions provided in Section 201.3.1 through 201.3.4 below shall be accepted as meeting the mandated roof -to -wall retrofit requirements. 201.3.1 Prescriptive method for gable roofs on a wood frame wall. Sufficient eave sheathing shall be removed to expose a minimum of 6-feet of framing members, measured from the corner, along the exterior wall on each side of each gable end. The anchorage of each of the exposed rafters or truss shall be inspected. Wherever a strap is missing or an existing strap has less than 4 fastenerson eac7f bh8',' approved straps, ties or right angle gusset brackets with a minimum uplift capacity UAO:lbs. shgy.ge installed that connect each rafter or truss to the top plate below. Adding fasteners to exietimg strallss4aff be allowed in lieu of adding a new strap providing the strap is manufactured to accommodate at least 4 fasteners. Wherever access makes it possible (without damage to the wall or soffit finisbaa)t both toppWe members shall be connected to the stud below using a stud to plate connector wiNe-F'Inimum.wplifi capacity of 500 lbs. ...... .... 201.3.3 Prescriptive method for hip roofs on a wood frame wall. Sufficient corweheaive sheathing shall be removed from the side of the hip ridge parallel to the roof ridge to provide access To I minimum 6- foot length of the exterior wall. The hip ridge board and any exposed rafters that are vot anc with hore a strap having at least 4 fasteners on each end, shall be connected to the top plate below using a st#apor right angle gusset bracket having a minimum uplift capacity of 500 lbs. Adding fasteners to existing straps shall be allowed in lieu of adding a new strap providing the strap is manufactured to accommodate at least 4 fasteners. Wherever access makes it possible (without damage to the wall or soffit finishes), both top plate members shall be connected to the stud below using a stud to plate connector with a minimum uplift capacity of 500 lbs. 201.3.4 Prescriptive method for hip roofs on a masonry wall. Sufficient corner eave sheathing shall be removed from the side of the hip ridge parallel to the roof ridge to provide access to a minimum 6- foot length of the exterior wall. The hip ridge board and any exposed rafters that are not anchored with a strap having at least 4 fasteners on each end, shall be connected to the concrete wall below using a strap or right angle gusset bracket having a minimum uplift capacity of 500 lbs. Adding fasteners to existing straps shall be allowed in lieu of adding a new strap providing the strap is manufactured to accommodate at least 4 fasteners at each end. The straps or right angle gusset bracket shall be installed such that they connect each rafter or truss to the top plate below or directly to the masonry wall using approved masonry screws that will provide at least 2 '/ inch embedment into the concrete or masonry. When the straps or right angle gusset brackets are attached to a wood sill plate, the sill plate shall be anchored to the concrete masonry wall below. This anchorage shall be accomplished by installing % inch diameter masonry screws, each with supplementary % inch washer, having sufficient length to develop a 2 '/z inch embedment into the concrete or masonry. These screws shall be installed within 4 inches of the truss or rafter on both sides of each interior rafter or truss and on the accessible wall side of the truss or rafter. 201.3.5 Priorities for mandated roof to wall retrofit expenditures. For houses with both hip and gable roof ends, the priority shall be to retrofit the gable end roof -to -wall connections unless the width of the hip end is more than 1.5 times greater than the width of the gable end. Priority shall be given to connection the corners of roofs to walls below where the spans of the roofing members are greatest. Roof to Wall Connection Affidavit NAME: BARCHAN, NORTON ADDRESS: 1600 NE 103 ST. MIAMI SHORES, FL 33138 PHOTOS 7 ADDRESS FRONT SIDE 3 NAILS FRONT EIiRT. TIQN` OPPOSING SIDE 0 NAILS ROOF -TO -WALL CONNECTION TYPE: CLIPS A METAL CONNECTOR EMBEDDED IN THE WALL AND IS SECURED WITH A MINIMUM OF 3 NAILS. ... • • ••• ••• •• •••••• . 0 0 9 : • .0000 Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL 33314 Phone: (954)581-7115, Fax: (954)581-2415 www.cebb.net October 25, 2018 To: Miami Shores Village Building Department 10050 NE 2Id Avenue Miami Shores, FL 33138 Re.: Hurricane Mitigation Retrofit Manual Inspection Proposed Re -roofing for Barchan Residence 1600 NE 103 Street Miami Shores, FL This is to certify that a representative of our office has inspected the existing roof to wall connections work on October 25, 2018 of property located at: 1600 NE 103 Street Miami Shores, FL Based upon the site visit and limited visual inspection, we have determined that the connections consisting of minimum four (4)-16d nails/strap are in accordance with the 2017 Florida Building Code, Existing Building Manual, Section 706.8.1. Should you have any questions regarding the above, or if require additional information, please do not hesitate to contact this office. Sincerely, CeBB Engineering & Testing Co. CA # 9807 10/25/2018 Edu d C. Badiu, P.E. #59997 For the Firm * This letter DOES NOT address the roof to wall attachment as required by the UMVI 0IR-B1-1802