Loading...
RC-16-2935 (2)Miami Shores Village Building Department RECEIVE," T 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 MIP 8N17 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTIONLINE PHONE NUMBER: (305) 762-4949 FIiC 20i1A BUILDING Master Permit No. 2 f -Z331 PERMIT APPLICATION Sub Permit No. ffi 9L- Z9 35 BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR i DRAWINGS JOB ADDRESS: `o 5s�s-_ _ V_-) EI City: Miami Shores County: Miami Dade Zia: Folio/Parcel#:I l -%7.i6 1- 0 15 0 (a W Is the Building Historically Designated: Yes NO Occupancy Type: 'R e& Load: Construction Type: Flood Zone: BFE: FFE: OWI Add � _Sh.bz.Q Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: � II � Phone#Y "IC � � Address: 8S I �/ T City: La '-I s State: Zip: 3 Qualifier Name: C1 tr(E�s Fi it Phone#: State Certification or Registration #: �32 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ n 00 D Q d Square/Linear Footage of Work: Type of Work: ❑ Ad'on Alteration ❑ New ❑ Repair/Repla ❑ Demolition Ton Description of Work: ' D�!0 0L Specify color of color thru tile:51eY'C(� &alm _45a3 Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (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 Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 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 TOO R: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YO0 PAYIN TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAI INANCING, C NSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMME CEMENT." Notice tolApplicant. As a condition t the issuance of a bua 'ng permit with an estimated value exceeding $2500, the applicant must promis in good faith that a copy of the notice of commence ent and construction lien law brochure will be delivered to the person whose perry i subject o attach lent. Also, a certified copy o the recorded notice of commencement must be posted at the job site for th insp ion w h occu s seven (7) days after the b ilding permit is issued. In the absence of such posted notice, the inspe ion / not b appro d an a reinspection fee will be cha ged. or LN i The foregoing ins rume who is me or who has produced Cl (- identification and who did tak n ath. NOTARY PUBLIC: Sign: _ Print Lnia ca Seal: ***s*s**ss*ssssssssssssssss�*****� me this Signature O�^- CONTRACTOR effoing instrument was acknowledged before me this day of Q,1�7� , 20 /4- S eC -io is personally kno r~�S me or who has produced �3$P.o, identification and who did to NOTARY PUBLIC: Sign: Print: Seal: ath. �' o n C., 7 =3 0 0 a a-- a "Cr o � N O �lu *sssssssssssssss*ss*sssss******r*ss**s*s*ssssssssss Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) To CZ�i 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. Miami Shores Village Building Department Date: q ` 10050 NE 2nd Ave Miami Shores, Fl 331p-^ Owner's Name: -JNq t Property Address: t S Roofing Permit Number: Dear Building Off I: l C I � V� lOS J certify that I am not required to retrofit the roof to wall connections of my building because: the just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad liance with the provisions of the Florida Building Code (FBC) or with the provisions ling Code (1994 SFBC) ,S L05 ' Print Name State of Florida County of Dade The undersigned, being the first duly sworn, Sworn to and subscribed before me this Notary Public, Sate of Florida at Large • When the just valuation of the structure for SFBC. Then you must provide a building al says hat he/she ��er for the above property mentioned. of P �O M RY PINEIRO y Notary Public - State of Florida My Comm. Expires May 1 1, ^o18 + oF Fj F Corr mfssicn # FF 121,6831 of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 9/27/2017 Property Search Application - Miami -Dade County OFFICE OF THE HU Po"'PERTY APPRAIShER Summary Report Property Information Folio: 11-2231-013-0600 Property Address: 10555 NE 2 CT Miami Shores, FL 33138-2002 Owner JORGE LUIS RIOS JR Mailing Address 10555 NE 2 CT MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,675 Sq.Ft Living Area 2,376 Sq.Ft Adjusted Area 2,526 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1951 Assessment Information Year 2017 2016 2015 Land Value $215,711 $180,349 $144,279 Building Value $176,319 $176,575 $176,830 XF Value $0 $0 $0 Market Value $392,030 $356,924 $321,109 Assessed Value $392,030 $353,219 $321,109 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $3,705 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description FIRST ADD TO PASADENA PARK PB 6-82 LOT 14 & S1/2 LOT 13 BLK 14 LOT SIZE 75.000 X 115 Generated On : 9/27/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $0 $0 Taxable Value $342,030 $353,219 $321,109 School Board Exemption Value $25,000 $0 $0 Taxable Value 1 $367,030 $356,924 $321,109 City Exemption Value $50,000 $0 $0 Taxable Value $342,030 $353,219 $321,109 Regional Exemption Value $50,000 $0 $0 Taxable Value 1 $342,030 $353,219 $321,109 Sales Information Previous OR Book - Price Qualification Description Sale Page 06/28/2016 $415,000 30139-3131 Qual by exam of deed 09/28/2015 $100 29989-4686 Corrective, tax or QCD; min consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: c Florida Building Code 5th Edition (2014) RECEIVED` High -Velocity Hurricane Zone Uniform Permit Application Form. SEP 2 8 2017 I Section A (General Information) d��k �33 I Master Permit No. . Process No. 1 Contractor's Name be,5ian i 1d1° ✓ S 1 �c�l 1 Job Addressro< .�t�r )�Vt�F 2 (2T 1 — 1 ROOF CATEGORY Low Sloe ❑ Mechanically Fastened Tile GioMortar!Adhesive Set Tiles ' ❑ a ❑ Metal Panel/Shingles D Wood Shingles/Shakes I u ❑ Prescriptive BUR-RAS 150 ROOF TYPE 1 o Repair ❑ Maintenance e- Reroofing ❑ Recovering 1 nDROOF SYSTEM INFORMATION 1 to Area ., F) Ste e Slo Roof AREA (SSF) Total (SF) I Z Section B (Roof Plan) "�0 Sketch Roof Plan_ Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains` Indtxip rtim�_ 1 I ..oleo Fo **or:. ..oleo :..too . . •Oboe P: *0Too . I . J 1 1 i 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 1 1 r, w� °�ICC IGHIS RESERVED); "c=sed by d'tzer PaWo o i tun s, 2pt5 ta3212 AM pummnt to Lkxm P Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer. -03 y. (P ' Notice of Acceptance Number. /& � Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 3q• 1 P1: • 1 P1:_ Deck Type: Type Underlayment � 44—� Roof Slope: 7-7 12 Insulation: Fire Barrier: n 19 Ridge Ventilation? Fastener Type & Spacing: �A Tl nca�o Adhesive Type: Type Cap Sheet Mean Roof Height: �- Roof Covering: ILGe1e BCrt•�i 1:a.a.: Type & Sine Drip ww"Cle0 S Edge: aw 00 .. 1...... FLORIDA BUILDING CODE -- BUILDING, 5th EDITION (2014) 15.39 1 I I 11 COPmght to, Of licemed by !CC (ALL RIGM RESERVED); accessed by Me= Pelecio on Jun 8. 2015 10-32 12 AM pursuant to Chem AgCcmatt. No further reptoduaioos ambotiad. Florida Building Code 5th Edition (2014) 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for M, with the values from K. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1 11 x 7� 2 7 = ��• - Mgt= M„Z: Product Approval M, (P2:� X. • -- l • Q - Mg. '3F- MR LL3q Product Approval M, (P3a.7 xll•= 2-T - Mg:7 S9= M„ ZO•y Product Approval M, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval M, M, required Moment Resistance' Mean Roof Height Roof Slope 15• 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 322 34.4 36.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28A 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 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 the systems use Method 3. Compared the values for F with the values for Fr. If the F values are great 7 eR or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" • • • • • • (P1:_ x L = x w: = _) - W: x cos 8 _ = F„ Product Approval F' • (P2:_ x L _ = x w: = - W: x cos 8 _ = F2 _ Product Approval F 0! •• (P3:_ x L _ = x w: = �) - W: x cos 6 _ = Fri _ Product Approval F 0000 •••••• • •• • • •• •• • Where to Obtain Information Description Symbol Where to find • Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASP-g J• • • • • Mean Roof Height H Job Site •. Roof Slope 9 Job Site Aerodynamic Multiplier Jl Product Approval Restoring Moment due to Gravity M. Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) i 1 1 I I Copyrigaht �. or ticmoW by, ICC (All. RIGHTS RESERVED): =cased by nicm Mad* on )un 6, 2015 1032.12 AM pur== toLim = AgiocmmR. No fimdw reproductions authorized. MI,AM MIAMI-DADE COUNTY _ PRODUCT CONTROL SECTION ® s It 805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. •••••. . . .... ...... DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle�Volden Ea� - • • • • ow Profile Concrete Tiles .. • •. • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, 4cky? state Ad fc4lowing.. • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.•; • •; 000000 00000 •• . .. ....... RENEWAL of this NOA shall be considered after a renewal application has been filed an;;M;?l;has been ho change •, in the applicable building code negatively affecting the performance of this product. :...:. 609000 • . . TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change.in he 0 00 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. 15-0223.18 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. 44z� NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 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 Applicant Dimensions Specifications Description Bel Air Lenght = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile Width = 12'/4" Type 3a nail holes. For adhesive set, direct deck or Thickness ='/z" Class III battened nail -on applications. Bel Air Double Eagle Lenght = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile Width = 12'/4" Type 3a nail holes. For adhesive set, direcogeek or Thickness ='/2" Class III battened nail -on aprlicalibns. •••• ••••;• a• • • •• • Ponderosa Lenght = 17" TAS 112 .... .. Flat profile concret a r(WTle with. site finish .... Concrete Tile /4 Width = 12'" Type 3a • equipped with two naj'C�Qles. For adhesive s�t;•••� Thickness ='/z" Class III direct deck or batterle4iij4il-on agpll"lons. ....• Ponderosa Double Eagle Lenght = 17" TAS 112 Flat profile concretcrnooNile wittshWe finis)w••••• Concrete Tile Width = 12'/4" Type 3a equipped with two r:111`081�s. For adhesive set, •• Thickness ='/z" Class III direct deck or battened nail -on a;Ialig4ions.:0 Golden Eagle Lenght = 17" TAS 112 Flat profile concrete roof tile brushed finish • Concrete Tile Width = 12'/4" Type 3a equipped with two nail holes. For adhesive set, Thickness ='/z" Class III direct deck or battened nail -on applications. Trim Pieces Lenght = varies TAS 112 Accessory trim, clay roof pieces for use at hips, Width = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.:16-0314.06 PROJ°MOE Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies 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 Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida Test Identifier ERPF-00 1 -02-01 7161-03 Appendix III 7161-03 Appendix III 7161-03 Appendix 11 P0402 Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(21,5, & 8) 25-7183-(5 thru 6) 25-7214-(l , 5 , & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations RT1214.01-15 Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing. TAS 102 �••' Static Uplift Testing • TAS 102 Static Uplift Testing�••••� TAS 102 Static Uplift Testing...... TAS 102 : Static Uplift Testing•..• TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity TAS-1 12 Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 .... '..W. 199�...... • &rch, 19V • •' • • DCc.1999•;••• Dec. . ...... ...... %G• . ea. 199:••••: '.: Dec. 1998 March 1999 Sep. 2006 Sep. 2006 12/17/15 NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 9 A 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. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden 11.4 1.42 •••1•.03 Eagle, Ponderosa Double Eagle Flat Tile • • • • • • • • • Table 2: Aerodynamic Multipliers - I\ (ft3) 090V ...... Tile Profile (ft3) 0•00•0 Aft;) •• • Batten Application D116Ct DecR ApplicatidA: Bel Air, Bel Air Double Eagle, Ponderosa, Golden 0.301 • 0 • 0.�«� 00. * Eagle, Ponderosa Double Eagle Flat Tile 0 • • Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) • • • • • • ; Tile 3":12" 4":12" 5":121' 6":12" Greater than Profile 7":12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, Deck Deck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double Eagle, 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Ponderosa, Golden 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2 #8 Screw 51.7 51.7 24.4 Double Eagle Flat 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 Tile 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4" the headlap and fasteners are located a min. of 2'/z" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems *000 Tile Profile Tile Application :F&gChmentReSistanCC •• • . •• Bel Air, Bel Air Double Eagle, Ponderosa, Golden Adhesive' ...... 3i,.• •• Eagle, Ponderosa Double Eagle Flat Tile • • • • • • • 1 See manufactures component approval for installation requirements. •••• •• • 2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams. • • • • • • • • ICP Adhesives Polyset® AH-160 Average weight per patty 8 grams. • •' • •' "• " Table 6: Attachment Resistance Expressed as a Moment - M� for Single Patty Adhesive Set Systems '•'•'• Tile Profile Tile Application AtfacRmenf Wssistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile ICP Adhesives Polyset© AH-160 118.93 ICP Adhesives Polyset® AH-160 40.44 3 Large paddy placement of 45 grams of Pol ProT"" 4 Medium paddy placement of 24 grams of Pol ProTM Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Sets 43.9 5 Tile-Tite Roof Tile Mortar. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 5 of 9 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". EAGLE,�' FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) . . ...... .... •.•••. • BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA Rou-BLE EAK9LE- CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 00000 • • • . • . • • . .. *00 .. • • 00.0 .•••.• 6. BUILDING PERMIT REQUIREMENTS: • 90 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.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 9 PROFILE DRAWING BEL AIR BEL AIR DOUBLE EAGLE NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 9 PONDEROSA lap PONDEROSA DOUBLE EAGLE NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 8 of 9 -�!� "I,,-< GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 9 of 9 Maury DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44"' Street Coral Springs, FL. 33065 M[AM I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. .... DESCRIPTION: ICP Adhesives Polysete AH-160 . • • • •. • • • Or LABELING: Each unit shall bear a permanent label with the manufacturer's name or logQtil;4y, stateg�:fbllowip,&::. statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein...:.. 0 ...... RENEWAL of this NOA shall be considered after a renewal application has been filed and there has 6eert4o chanc,".••. 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 rrdavicion or change in the •. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of arty product, t'or • • sales, advertising or any other purposes shall automatically terminate this NOA. Failure ta' gmpjy with dry section,of0• • 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 N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPackO N/A 30 & 100 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment .... PRODUCTS MANUFACTURED BY OTHERS: • • • • • • • • • • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which listagthcrment • • ...... ...... resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. ...;.. 0 0 MANUFACTURING LOCATION: • .... . .. ..... ...... .. . ..... 1. Tomball TX. • PHYSICAL PROPERTIES: Property Test Results.**: ... : • • •: Density ASTM D 1622 1.6 lbs./ft.3 •" 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 @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMI•DADE COUNTY . � � Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Ageney Test Identifier Test Name/Report Date Center for Applied Engineering 494-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research institute 01-6743-01 1 ASTM E 108 11/16/94 01-6739-062b[ 1 ] ASTM E 84 01 /16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 •�• 1f/W98 520109-2 • ...... .... ...... 520109-3 ' 520109-6 520109-7 .... . .. ' ..... 520191-1 TAS 101 ••;••; Q3/";19.9 ••�••• 520109-2-1 '• •• •• •••••• LIMITATIONS:011.•' . . . . • • • • ...... 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assemloly f8r fire tWpg; ' 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 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 the assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset' AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset' AH-160 placement and minimum patty weight shall be in accordance wit4tlte•• 'Placement Details' herein. Each generic tile profile requires the specific placement nQtedolfgein. •••• .. . . • • • •• •• •• • •••••• • • • •• • ••• • NOA No.: 17-0322.03 MIAMI•DADE 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 #I 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. .'. "" "";• w l�Ar+Folkoe S]IJIhf9Y • • • • • • • • • • • • • • • • ...... BUILDING PERMIT REQUIREMENTS: wwww w• w w w w o. wwwww As required by the Building Official or applicable building code in order to properly evaluatetliaiAwstallativ.p.bt. this system. •www ww w www• wwwww NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 wliU=1%plaztkc vwn raddp[laar••1h7ty 1r6ai r•qulr•dp t lrMdM4jifiNfM ° Raftm oytiom•1 ° { E4WC9YP3+ ° 1OLi. ^f21n Em Oaur• thr9uyhpbstk Dement M rewImA 10 k.i* 21n.w1d ro-'—OP41WO1 P+�dyl�l+tt+e�11»1 I Finaclamur• Famb ("on m4�h p1�Nlf ahw P.aIA� IFfM�+Ih�MI �wh•n qu6adp IlAna«t+j+n„art b� � roan. a `` �121n,v4da Linen: e 9ptfanat ° �'"� t:a" taarr• F•cd• W"Phak 10 In. Fow dw wr brlpoa r• Flat/Low Profile Tile I . 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 cm'-) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile l . 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. 2. Continue in same manner. Insure approtiW ely 17 • (109.7 cm2) — 23 (148.4 • cm21.sqc are irc�1•�•c�hesive • • •••••• contact with the undersidj of tij tile. • • • • • • J •••• • •• ••••• ••••a• •• • ••••• •• •• •• • •••••• • High Profile / Single Pan TiV 0 ' • • • • • •••••• •••••• 1. Starting at the eave course ,.apmi� un�>:2" • • • • (50.8 mm) x 10" (254 mm) x 1" (25.4 mmj foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cmz) 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 L ADHESIVE PLACEMENT DETAIL # 2 NWW%t6g9hph#1C4*M*u h� mq.l+�•d , ! Irnrd•rlaynrNt � o P*MYMrn*"rA+] ►- i1r% 2In. .� E i#bsm optlanal EawCcuisw a h .� 101W *.1 `Fasua Hail Orcogh pWWc cement #xhee Fe"iiedl }"' f 2In. sauem •pti•n•1 Paddyls•nath F44C4 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 cmz) — 23 (148.4 cmZ) 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 strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cmz) - 12 (77.4 cm') square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile l . Starting at the eave course, apply a mini)-y." 2" (50.8 mm) x 10" (254 mm) x 1"a(25.4 mm) foaa*paddy •..••. onto the underlayment posiPiene; as shQu rF%der the •� pan portion of the tile clostStOjffhe overtC&Oofthe •••••• tile being set. Insure apprdM?ngatMy 17 (101.7 cmZ) �....; 23 (148.4 cmZ) square inch Wesive co fact uaith the • •••• • •• ••••• underside of the tile. • • 2. At the second course, apply.4"Vimum 2"450.8mm) .• x 7" (177.8 mm) x 1" (25.9 m&)roam caddy onto tba••:• • • underlayment positioned ac shown under t•e•pan • portion of the the closest to4the cJ erlovk"f.th; tile �•�••� being set. •• 3. Continue in same manner. insure approximately 12" (77.4 cm2) - 14 (90.3 cmz) 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) W tFrou9%,phs& �. jwF.nr Wlmdj kiddyf6+n�whTll.? d�rigrerwttl 7 �`'iIm a:.n.� epe�oe.1 10in. In, Eon dWvAm i � Hha4 High Profile / Single 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 the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm'-) - 19 (122.6 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 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Hall darough ptasdc cement Paddy (between ties) (YAwn required) aattens optional ° ° Paddy (under dre) simyepaddy On top dtile 4x4In.. paddy ,�- on wrderlafraen 2 x 4 in. • ° 2 in. (Are clam" RafJl wProflleTlle Mal throno plastic cement Single paddy andertie (when required) Paddy (between tiles) Battens Optional Paddy (under tile) f shgle paddy �.antopoftie ;:41n. ShKgle paddy on uunnddeerr freent :4 in. tOh. 21n. Eave Closure Eave Course Fascia Madlum ProtlleTlle MIAMI•DADE COUNTY 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 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in (51.6-58.1 cm2) of 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 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Hall thromp phndc Single paddy uder die 1+shen requireril Paddy(between tiles) Battens paddy (anderdie) Ioptlarui i on a x 4 in. sb,* 1 s 4In pa on top of tie Ease course da weephole 101n.2 in. Eare dvwre Drip edge High Profile TO@ 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (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 (71 cmZ) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cmZ) - 9 (58.1 cmZ) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. . . .... ...... ... . .. . . . . .. ... . .... ..... . ...... . . ...... .... . .. ..... ...... .... . 000000 .. .. .. . ...... ...... • . . . . ...... . ..... . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 '- r' 1 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq.In. Steep pitch applications In contact with the pan tile. (When required) 2) Turn covers upside down. Mace adhesive in to 1 In. from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq.In. contact area. IUnderlayment Eave closurd (motar shown) Fascia Board 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 I . 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 cmZ) — 70 (451.6 cmZ) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure PT4girum of 20 (129 cmZ) - 25 (161.114) square inrph • • contact area on each gideofthe cov*dtileto theiaa• • aaa pan tile. Continue in �a�n+ertmanner. Trim away . a any cured exposed foaftfad4esive.al%intin g of a longitudinal edges of tlir? tbver tile's atte • • • • • ...... .. . ..... considered optional. a .. .. .. . ...... aaaaaa � 5. When additional nailbig i% trquirell, 2' (50.8 •. mm) x 4" (101.6 mm� naile.rs or tfriMe dire • system using galvaniz@d,•stzinlessasti:el, pr ; • • • •; copper wire and compatible nails may ba used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 Rfiiami 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 Date: I 10050 NE 2nd Ave Miami Shores, FI 331 Re: Owner's Name: 1 Property Address: V Roofing Permit Number: Dear B it ing Offi ' . I The undersigned, being the first duly sworn, de certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Si gle Fpmily Residehtial ...... Structures dopted by the Florida Building Commission by Rule 9B-3,047 F.A.C. ...�.. •..00- 0�� • .. ... ..... Sign Lure Print Name " " •• •••••• State of Florida County of Dade Sworn to and subscribed before me this Notary Public, Sate of Florida at Large (SEAL) - MARY PINEIRO `Ic'rry Public State of Florida f " • "� ^ t_ r m� ExF'res May 11, 2610 �e,• Revised ° ��`� L :�i�� # FF 121651 on 51 1206 ; M d says that he/she is the owner for the above property mentioned. day of fi 20_/�— FINAL COMPLIANCE A- 44 V SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the signated space indicates that the item has been explained. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to e renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking an be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of rn aining the appearance. 6.✓ r Overf�wscu pers (wall outlets): If is required that rainwater flows off so that thgMT is ed a ildu of water. Perimeter/edge wall or other roof extension reay bloct W.%• • if a ow s ppers wall outlets) are not provided, It ma=444 ecessaryto iastall overflow in o d ce with t e requirements of Sections R and R4+41E* • •.:.. • Property Address Revised on 7/9/2009 LD;07/01/2015; Date • • •bale•• '���� • f f • • • • Permit Number •• •••••• •••••• • C4nraec�torSignature • •••••• • •. • MIA M 1•DADE "Delivering Excellence 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. U. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ne) 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 part of the agreement between the owner and the contractor. . Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B lding Code. (The roof deck is usually concealed prior to removing the existing roof system). . Common roofs: Common roofs are those which have no visible delineation between neighboring nits (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or o e should notify the occupants of adjacent units of roofing work to be performed. . Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be sewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the optiooaf . . . •••• •••••• maintaining this appearance. • .. • . •• Wause . Ponding water: The current roof system and/or deck of the building may**QCnrain kttrand rrWe • er to pond (accumulate) in low-lying areas of the roof. Ponding can be an it"i etion of strlicturat•••• • • distress and may require the review of a professional structural engineer. Ponding mal's'ltorten the fl-fe ••••• expectancy and performance of the new roofing system. Ponding conditions may ngtbe ovident;x�4 the oi`ihal ftve'rloaded n system is removed. Ponding conditions should be corrected. •••••• • • .•..:. . Overflow scuppers (wall outlets): It is required that rainwater flow off$o 014t the roods not. ...... from a buildup of water. Perimeter/edge walls or other roof extensions may block This dischafge if overflow scuppers (wall outl are of pro ee t may be necessary to install overflow scuppers in accordance wit the requirements of: apter 1 dk1herein nd the Florida Building Code, Plumbing. .Ventilation: ostoo s could ave some ability to vent natural airflow through the terior of the structural as emb ' (t btsel The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Date: Contractor's Signature: Permit Number: Property Address: ����� C