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RF-18-2308Miami Shores Village <r 10050 N.E. 2nd Avenue NE _ �„� - Miami Shores, FL 33138-0000 h�Eiy'` Phone: (305)795-2204 FCORI'D er it Issue bate: 9/1012018 Permit No. RF-8-18- 30 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 03/09/2019 Project Address Parcel Number Applicant 90 NE 105 Street 1121360120010 Miami Shores, FL 33138- Block: Lot: ALBA LIGIA GUERRERO ADKIN7 Owner Information Address Phone Cell ALBA LIGIA GUERRERO ADKINS 90 NE 105 Street (305)751-9523 MIAMI SHORES FL 33138- 90 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone CITY ROOFING AND CONSTRUCTION (305)248-2994 (305)218-7901 of Work: Re Roof itional Info: RE -ROOF TILE ;sification: Residential nning: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $18.00 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $6.00 Permit Fee - New Roof $300.00 Scanning Fee $9.00 Technology Fee $24.00 Total: $864.50 Valuation: $ 29,960.00 Total Sq Feet: 2200 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-8-18-68720 09/10/2018 Credit Card $ 814.50 $ 50.00 08/29/2018 Credit Card $ 50.00 $ 0.00 Bond #: 3886 Avauauie mspeciions: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFd 1IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a d 0ipg.,Futhgrmore, I authorize the above -named contractor to do the work stated. September 10, 2018 AutA6rizddl91grlal1ure:Owner / Applicant / Contractor / Agent Date Building Department Copy September 10, 2018 1 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village RECEIVED Building Department AUG 29 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 .� l INSPECTION LINE PHONE NUMBER: (305) 762-4949 (FBC 201� Master Permit No. Sub Permit No. Q ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICALPUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 90 NE 105 ST City: Miami Shores County: Miami Dade zip:`33 1 3c� Folio/Parcel#: 11 -2136-012-0010 Is the Building Historically Designated: Yes NO X Occupancy Type: Primary Load: Construction Type: Re -Roof Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Alba Ligia Guerrero Adkins Phone#: 305.751.9523 Address: 90 NE 105 ST City: Miami Shores Tenant/Lessee Name: Email: State: FL Zip: 33138 Phone#: 305.248.2994 CONTRACTOR: Company Name: City Roofing, INC. Address: 22700 SW 172 CT City: Miami State: Florida Qualifier Name: Mario Famada State Certification or Registration #: CCC1327381 DESIGNER: Architect/Engineer: ne#: 305.248.2994 _Zip: 33170 ne#: 305.248.2994 Certificate of Competency #: ne#: Address: City: State: _ Value of Work for this Permit: $ 29960 Square/Linear Footage of Work: 2200 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace Description of Work: Re -roof Tile Zip: ❑ Demolition Specify color of color thru tile: Zcior le- VJ 'r cc e- K3\ Submittal Fee $ Permit Fee $ —Z-303 • 02:> CCF $ CO/CC $ Scanning Fee $ Radon Fee $ -=2, ' <fO DBPR $ 'c' '5Q Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ '_=3:�O ' 3 TOTAL FEE NOW DUE $ 3('1 `( • v (Revised02/24/2014) 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 Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGE CONTRACTOR The foregoing instrument was acknowledged before me this 27 day of August 20 18 by Alba Ligia Guerrero Adkins who is personally known to me or who has produced (personally known) identification an who did take an oath. NOTARY PUBLIC _ _ Sign: Print: Natali'aw4ria Hernandez Seal: ` & Natalia Maria Hemandez Commission ;I GG17289 '�` •"=Expirm August 1, 2020 APPROVED BY as The foregoing instrument was acknowledged before me this 27 day of August 20 18 by Mario Famada who is personally known to me or who has produced (personally known) as identification and who did take an oath. NOTARY r...:rs�i Mario _ Seal: NO& Malta Hemandez CommLa _isissio��n # GG17�22889 rgrr" t E0 ram �i Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) 8/29/2018 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-012-0010 Property Address: 90 NE 105 ST Miami Shores, FL 33138-2031 Owner ALBA LIGIA GUERRERO ADKINS Mailing Address 90 NE 105 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,972 Sq.Ft Living Area 1,486 Sq.Ft Adjusted Area 1,688 Sq.Ft Lot Size 10,075 Sq.Ft Year Built 1940 Assessment Information Year 2018 2017 2016 Land Value $251,995 $251,995 $216,590 Building Value $117,485 $117,485 $117,485 XF Value $0 $0 $0 Market Value $369,480 $369,480 $334,075 Assessed Value 5107,505 $105,294, $103,129 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $261,975 $264,186 $230,946 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Widow Exemption $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BEVERLY GLEN PB 38-74 LOT 1 LOT SIZE 65.000 X 155 OR 14424-7 0190 1 fff I Generated On : 8/29/2018 Taxable Value Information 2018 2017` 2016 County Exemption Value $50,500 $50,500 $50,000 Taxable Value $57,005 $54,794 $53,129 School Board Exemption Value $25,500 $25,500 $25,000 Taxable Value $82,005 $79,794 $78,129 City Exemption Value 1 $50,500 $50,500 $50,000 Taxable Value $57,005 $54,794 $53,129 Regional Exemption Value Taxable Value $50,500 $57,005 $50,500 $54 794; $50,000 $53,129 Sales Information Previous Price OR Book- Qualification Description Sale Page 10/11/2017 $0 30737-4057 Corrective, tax or QCD; min consideration 01/01/1990 $80,000 14424-0007 Sales which are qualified 05/01/1984 $70,000 12154-1805 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: U �� 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: �� r� %1 l �o IUK_ w'J Property Address:_ C1 I o _s� Roofing Permit Number: Dear Building Official: 1 41WA QU =C certify that I am not required to retrofit the roof to wall connections of my building because: VThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned, Sworn to and subscribed before me this G` day ofi,..' A_ t N Notary Public, Sate of Florida at Large i • When the just valuation of the structure for purpose d'f ad valor 0, and the building was not constructed with FBC nor a 1994 SF8C. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 RECE NED MIMI®DIADE Miami -Dade County HVHZ Electronic Roof Permit Form AUG 2 9 2018 "Delivering Excellence Every Day" Section A (General Informatio �. Master Permit No: Process No:_� Contractor's Name: ICITY ROOFING Job Address: 190 NE 105 ST Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ✓❑ Mortar/Adhasj\4e Set Tile ❑ Asphaltic ShinglesIQ.� • • • • 6 "' • :' P 9 ❑ Metal Panel/Shingles 4:od Shingles/Shakes • ❑ Sprayed Polyurethane Foam ❑ • • "" " • • Other: � • ••.• .. Roof Type ' .... . .. ..... El ...... . .. ..... New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance• • • • • • • • • • • • • Are there Gas Vent Stacks located on the roof? ❑ Yes i . . • • �t ❑ No If yes, what typ? e❑. Naturel, �a LPGX • • • •' Roof System Information • Low slope roof area (ft.z) E:=SteepSloped area (ft. 2,200 z 2,200 • • • P ( ) Total (ft.) Sac+inn R !1?nnf Dh.,� Tile Roof System l ] COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System Roof System Manufacturer: I EAGLE ROOFING PRODUCTS Notice of Acceptance Number (NOA): 1 16-0314..07 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 86.61 psf . • • • •0000 • Fill in the spf is roof assembh, r nnrnpn4c If a Roof Slope: '712" Roof Mean Height: 10 ft. Method of Tile Attachment: --Adhesive, Large Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: N/A 771 Drip Edge Size & Gauge: --3" face 24 ga.-- I Drip Edge Material Type: I --Galvinized Metal ert not applicable ,,I fin c". .ulv#fin Deck Type: --5/8" Plywac14 a- Optional Insulation: . • • • • • - • - • • • • - . . . ...... Optional Nailable Substrate:.' . • • • • N/A Optional Nailable Substrate Attachment: N.A Basesheet Type: TITANIUM UDL 30 Fastener Type for Basesheet Attachment: 1.25" RINGSHANK - 5/8 TIN CAP Tile Underlayment (Cap Sheet) Type: TITANIUM PSU 30 Tile Underlayment Attachment Method: SELF ADHERED Drip Edge Fastener Type: 1 1.25" RING SHANK Tile Profile: MALIBU Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- Section E P'il®OADE Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: 39.1 X .282 = 11.026 - Mg: 7.59 = Mr1: 3.4362 86.61 NOA Mf P2: 68.1 XA .282 = 19.204 _Mg: 7.59 =Mr2: 11.614 5 86.61 N04M4 •••••• ••••;• P 3: 100.7 X .282 = 28.397 _ Mg: 7.59 = Mr3: 20.807 5 86,61 "Rff• • • • • • • • • • • Method 3 "Uplift Based Tile Calculations Per RAS 127" ' ....' • • • • • • • • • ...... . .. ..... . . . . . ... .. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are great& ttVh or equarttIme Fr values, �oX each area of the roof, then the tile attachment method is acceptable. • • • • • • • '. . . . . ...... P1:QX1:O= Xw; = -WO= XCos 0:r7=Fr1: " < •• N•AF �••••� P2: XI: =OXw:O= -W:�= XCos 0: 0 =Fr2: 5 NOA F' P3: X1: = Xw;�=�-W: = X Cos 0: El = Fr3: :5 NOA F' Where to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope A Job Site Aerodynamic Multiplier A Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Attachment Resistance F' Product Approval (NOA) uired Uplift Resistance Fr Calculated [Minimum rage Tile Weight W Product Approval (NOA) Dimensions I = length w = width Product Approval (NOA) MIAMI- MIAMI-DADE COUNTY �j 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.aov/econornv 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 materia6 eAe • • • • • • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Produ6t,0ot;rol S ectiorr �o be • • used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction f, f+#J). • • """ This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PIQd1 Ct ControlSection • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the rigiri to have This• • • • • ; • • product or material tested for quality assurance purposes. If this product or material fails to perform irk the aCce,Ilted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately tevdke, modij,'d? suspend the use of such product or material within their jurisdiction. RER reserves the right to7>s ld this acceptance, • • • if it is determined by Miami -Dade County Product Control Section that this product or material•fails to meetetkc• requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cot1E.'.' including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Malibu 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 renews NOA No.15-0223.19 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. �j NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Sub Category Material: 1. SCOPE: Roofing Roofing Tiles Concrete This approves a system using Eagle Roofing Products Malibu Concrete Roof 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 M5.127 using the values listed in section 4 herein. The attachment calculations shall be doAeaS a momppt based system. ...... ' • •' •' 2. PRODUCT DESCRIPTION: Manufactured by Test Product... .. Applicant Dimensions Specifications Descripg4a • • • Malibu Concrete Tile Lenght = 17" TAS 112 Low profile, interlocking, 11*9Wressure extruded Width = 12 V? Type lb concrete roof tile equipped with.&ee n$it bbte Thickness= %Z" Class III and double roll ribs. For dtW1 d$ck or battened nail -on, mortar or adhesive set applicatidus.' • Trim Pieces Lenght = varies TAS 112 Accessory trim, concrete roof pieces for use at Width = varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 EVIDENCE SUBMITTED: Test Asency Test Identifier Test Name/Report Date PRI Construction PRI06178 TAS 112 08/23/06 Materials Technologies Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No.:16-0314.07 Expiration Date: 10/05/21 EoaROVED rry Approval Date: 06/16/16 Page 2 of 7 Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc, The Center for Applied Engineering, Inc, The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida APPRDVEDi Letter Dated Aug. Wind Tunnel Testing 1, 1994 TAS 108 (Nail -On) 224A7099 Physical Properties TAS 112 25-7094-1 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) 25-7094-7 Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) 25-7094-4 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Rcroof) Project No. 307025 Wind Driven Rain Test #MDC-76 TAS 100 25-7183-1 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) 25-7183-2 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) 25-7214-2 Static Uplift Testing 25-7214-6 TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) 528454-2-1 Static Uplift Testing 520109-2 TAS 101 Evaluation Two Patty Adhesive Set System Calculations Evaluation 25-7183 Calculations Evaluation 25-7094 Calculations Evaluation 25-7496 Calculations Evaluation 25-7584 Calculations 25-7804b-8 25-78044 & 5 25-7848-6 Calculations Aerodynamic Multiplier Calculations Restoring Moment Due to Gravity RT1211.03-15 TAS 112 Aug. 1994 Sept. 1994 Oct, 1994 Oct. 1994 .... Oct. 199%.000 . . .. .. . .... .. ' .. Qet. 1994 ' ..' Veb. 1995 0 - ...... • ••Feb.199�••.'. March, 1995 Sep, 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 12/17/15 NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the 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. 000000 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be; n cpUpliancd'*fth applicable Building Code. " ' . • o . 0 • • •••• •• • 4. INSTALLATION ' 000 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall* be. installed in -strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120.• • ' • • • • • % • • 4.2 Data For Attachment Calculations • • • • . • . . 00 .•.•.• Table 1: Average Weight (W) and Dimensions (I x w) • Tile Profile Weight-W (lbf) Length -I (ft) Width-w (ft) Malibu Tile 9.5 1.417 1.04 Table 2: Aerod namic Multipliers - W Tile Profile X (ft3) Batten Application X (ft3) Direct cation Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to Gravi - M ft-I Tile Prof! le 3":12" 4":12" 5":12" 6":12" 7":12" or greater Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 NOA No.:16-0314.07 CKAW Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 • • .247. "" 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 .. ... • • .22.90. " ' 2-10d Smooth or Screw Shank Nails Field Clip)•"' 35.5 35.5 .' • • • 30 :'. '. 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 "" "•" 032.2 : .". .. .. • 2-10d Ring Shank Nails' 43.0 67.5 ;";' 50. 1 Installation with a 4" the headlap and fasteners are located a min. of 21/2' from head of tile. ' ...... Table 5: Attachment Resistance Expressed as a Moment Mf (ft- bf • • • • for Two Patty Adhesive Set Systems •' ' Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesivez 26.13 2 See manufactures component approval for installation requirements. 3 The Dow Chemical Company TileBond Average weight per patty 11.4 grams. ICP Adhesives Polyset® AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile ICP Adhesives Polyset® AH-160 8 14 ICP Adhesives Polyset® AH-160 45.55 4 Large paddy placement of 54grams of ICP Adhesives Polyset@ AH-160. 5 Medium paddy placement of 24grams of ICP Adhesives PolysetO AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu Tile Mortar Set' 20.60 1 Tile-Tite Roof Tile Mortar. NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 5 of 7 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". EAGLEI� FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) MALIBU CONCRETE ROOF TILE LABEL, SUMMERVILLE PLANT • • • • • • • • • • • • . . . . ...... •• • NOA No.:16-0314.07 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 7 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. NAIL HOLE I PROFILE DRAWING '4. MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • • •• • •• r--- --I NOA No.:16-0314.07 agpEY Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 7 MIAMI-DADE COUNTY MIAMM PRODUCT CONTROL SECTION I 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.tov/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 ContrQt %tC ion to be used in Miami Dade County and other areas where allowed by the Authority Having JurisdiCtioiaTAHJ). '' • • • • • .. . .. . • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cous" Product totittbl SectM? •' • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tote"gkt to have this product..: or material tested for quality assurance purposes. If this product or material fails to perform jlti•ttlt accepVdt inner, N � • • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mo Wf�,, or *usp� * e j d the • of such product or material within their jurisdiction. RER reserves the right to revo�e�•t�t's accep14w, if it."... determined by Miami -Dade County Product Control Section that this product or material fall, 4p Veet the requirements .' of the applicable building code. : ' : 6000 • This product is approved as described herein, and has been designed to comply with the M@rida building Code••• .. . .. . including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: ICP Adhesives Polysee 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 tile systems using ICP Adhesives Polyset' AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives Polyset'AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPacV 30 & 100 N/A TAS 101 . . .... ...... Product Des;riptiad • • • • ...... Two component polyocothane foam adhest3e . . N/A Dispensing ...... Equipmepi• . .. • ..... .. .... ...... N/A Dispensing Equipmeht • •' • •' • • • ssssss 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: 1. Tomball, TX. PHYSICAL PROPERTIES: Prove Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @158'F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIJAMDADE COUNTY= 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 257818-1 PA 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 04AW" 3 I i t16t/94 01/?6/95 DY/J/96 t)4:I '12 02/21/12 1f)%3/98 • • • 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 tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 MIAMFDADECOUNTY Expiration Date: 05/10/22 PP R � VE ID 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 Adhgji.p and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the a>!!WXyy havigg� . . jurisdiction. .. 4,90000 5. Calibration of the ICP Adhesives Foam Dispenser RTFI000 dispensing equipment is'regxired before applicatiaA"" of any adhesive. The mix ratio between the "A" component and the "B" component spa lobe maintained between• • • . 0 0 0 • • . • .... . .. 1.0-1.15 (A): 1.0 (B). • ..... 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispensef rTF1000 pr jtf. • •' • • Adhesives ProPack® 30 & 100 dispensing equipment only. " " "" """ 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. : : . . 0 0 * 0 0: 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within l to 2 minLtes Aer ICI?Adhesives :....: Polyset® A14-160 has been dispensed. • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 MIAMMADE COUNTY 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 grags p. �r paddy head of tile 9-11 sq. inches at • overlap .' .. . Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal- �;• 17 grams per bead• edge)20-25 sq. inches each bead ••• ' Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches ..'..34 grafib.5%gder pan • • . . . . ...... LABELING: ...... All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of tl"' • 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 MIAMMADE COUNTY Expiration Date: 05/10/22 v Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 tKs9lt�reugh plastic carowd gdidy 0moathtitle) ,". roqubod) Underbyrnom •�'� O V I 101 Battw►s optional EaveC•urs• . C, D Iv to-�. �� resclo E•" tleiure Nail through plastic cement 1when required) pwddy (?+a••th TRel u4,d..layn• nt �.., 1 :In.vslda s� •attern optional . E va Closers Em course ``— fascia kaa through plastic Peddy I8•rYR•thTll•i (when rogrira 11 ur,d.rl.yn+.art toin.a Ate" 2 in. wide b � Battens aptbnal � "We Ceurse Fascia W"Pho(e to Ir% infare closure brlpedge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cmz) square inch adhesive contact with the underside of the tile. • Medium Profile / Double jW Tjle ; • • • • • •••• • Y• ••••• 1. Starting at the eave courses 0. apply a minimum 2 .. . • • • • ..... . (50.8 mm) x 10" (254 rl W.Y61" (25.4 tqm) foam • • paddy onto the underlaymeht :)ositigned 0s showA • • : • under the pan portion of the the clokV I'd the . overlock of the tile being set. 0* • • • •' • • •• • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Ms(tthrougkptraticcsm•ni hrhenrsqubed? Prddy(�.a�•rsATi•) und•a"mnt •�-. 1 • 1� 71n `►.. 2 in. sattnsoptlanal EawCouno 6 ' 1011L ,,+ Fiala 21n EweClos+w• #tail through plastic cement (when ► muuiredl faddyfftn•ithtittl Undsefryrr•nt `� Battens optional 10In f rsr► Gomm* Ere• Coures Foods Flat/Low Profile 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 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) foam onto the underlayment positioned V s1^n under -the • • • • • • strengthening rib closest to the overlock (%ft tile • • being set. •••;•• •• • •••••• 3. Continue in same manner!UMe apprjxiN4*ly IOf, (64.5 cm2) - 12 (77.4 cmZ)sgau�e inch adhesive 00090 • contact with the undersid& or 11a tile. • . e • •' • • • • • • •••••• • • . • • • •••••• •••••• Medium Profile / Double PA Tile .... • • • . • • • 1. Starting at the eave course, apply a mimmum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) NA through pbsdc ce 0Aen mclulrod) paddy i!•nwh Tile) 7 21n Battens optional. Esve Goutse`" acia woophoig loin. 21n. bore dosure Drip edge MIAMFDADE COUNTY �Lj...• s High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm') — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2; 450.8mm) x 7" (177.8 mm) x 1 " (25.4 mn4 foam pitddy onto th@ g g g o underlayment positioned asthown undir*japan •� portion of the tile closest to 1RO'Uberlock df the tile • • • • • being set. g• g g g g . . •gg• . 3. Continue in same manner. �lWV"apprVi•• logo* rrlVely 17'• •• (109.7 cm2) - 19 (122.6 cn;24%vA&e inc?li4jb&ive ••,••� contact with the underside"f theetile. . . . . ...... .. . .. g . • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 MR through plastic cement Paddy (between toes) (when required) sattens 0ptbnai ' • Paddy (under t1e) ti sls4ewddP an top of IS �4 s a in.Sinqfie Smindgeler ,,�� . de�rtap inn zsin • tote 42 Emclosm RatlLow Profile Tile Nall throtio plastic cement Stngfe paddy under the (when required) Paddy (between tBes) Battens Paddy (undertile) optional I '` an Mg. id 1 •�'�:ain. � :sin`` • ''+' SWeyaddy- urKWUyinew ti t0in 2(n. Ern Closure Ease Course / Fascia Medium ProflleTlle gR APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm)+x 42T401.6 rritnlz�I" (25.4* mm) foam paddy onto t,�tg,gtAerlaytm nb1ttst below the second course line pQsjZpped foam paddy under the strengthening sibefor flat We, or under VW • • pan portion of the tile, claosee9t to theundaltock for.... the second course the t8,tape re • • • • • approximately 8-9 in (51.6-58.1 cm' tftdhesive • •; - contact with the unders+ a oiihe tile. ' (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) Nan through plastic 9 e paddy under t)le twhen required) ylbetweent0es) Battens optional Paddylundertik) Sigk addy .�::sin. Sg„ 2: a in � dofde ' Fare coarse weephole 10in2 in. Earn dosure Drip edge High ProAteTlle 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat 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 cmz) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cmZ) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. . . .... ...... ...... .. . ...... • .... . .. ...•. ...•.. . .• ••... .. .. .... .•.•.. . . . . ..•... .000•. 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 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications in contact with the pan tile. A (when required) 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area.- IUnderlayment 1 Eave closure (motar shown) Fascia Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 f 45 1.6 cm2) square inch adhesive tont.4t with the tmderside • • • • • of the pan tile. a a • ...... .. . ...... •aYYa• Y 3. Turn covers upside doW41.gxposing•the . nderside• • • of the tile. Apply a minunw'h 1" (z5.14.Vft) x ) O.". • • (254 mm) bead of adk"wedirectLy on.the innQra; Y • edge of each side of tht saver tile. heave o a a.. approximately 3/4" (19tM to 1" (25.4 mm) • from the outside edge* of the tile, iju" free df • • 0 • foam to allow for exp.an iom. Y : Y Y a a • a • • a a• • 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the 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 11 of 11 3773 WALNUT CREEK BLEND 1 " •vY• 9 • • ams; r ^ >4A PON• • • u (https://eagleroofing.com/eagle-images/paneIs/3773.jpg) RE: Permit # Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: INSPECTION AFFIDAVIT : • • • •; • ...... ... ...... r-a,�. ..... licensed as a (n) Contractcut�ngineel:/Architect,.. Print name and circle License Type) FS 468 Building Inspecto.... . .. .....j • • •• •• •••• •••••• License #: GC'.C� 32 7_5 $ 1 • • • • • • •' . . . . .... % On or about ^ • • • • • r2� I did personally inspect the roof deck'rafto (Date &time) work at "" L . (L51 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 5 d� 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 q Poe t, ' a$tQN # GG 160780 r November 15, 2021 Notary Public, Sate of Florida at La r J , �, untlerv~ `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 # dearly shown marked on the deck for each inspection Q-i-i — nrvvona n )A; n 1 ronno SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The ovyner's initial in the designated space indicates that the item has been explained. • . . .... ...... . . 00 . . ...... .. . ...... 2• Renailing wood decks: When replacing roofing, the existing wooVFdbf deck may lfave to • •; e renaile in accordance with the current provisions of Section R4403. (The rwT antis usujn!fi • concealed prior to removing the existing roof system). "• • • • • • • • • ...... . .. ..... .. .. .... ...... 4. Exposed Ceiling: Exposed, open beam ceilings are where the undersrie:of the roof decking ....:. can be viewed from below. The owner may wish to maintain the architectural a eara�nce; therei'ore,� roofing nail penetration of the underside of the decking may not be acceptable.-�5 provides 1*9ptlon of maintaining the appearance. .. 6.�btoverloaded ve flow scuppers (wall outlets): It is required that rainwater flows off so that the roof is from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413, r/Agent's Signature Date Contractor ignature Date q 0 N / o S Sfirz4 Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number M