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RF-18-3163Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: RF-10-18-3163 Permit IVR Number. 100411 -r R {f Permit Type: Roof IWork Classification: Tile/Flat Permit Status: Approved issue Date:10/16/2018 1 Expiration: 04/15/2019 Location Address Parcel Number 168 NW 111TH ST, Miami Shores, FL 33168 1121360030460 Contacts APOLINARIO & TERESA GAYLON Owner AGUIRRE'S ROOFING INC Contractor 168 NW 111 ST, MIAMI SHORES, FL 331684323 IVAN AGUIRRE Business:7862315339 AGUIRRESROOFING@GMAIL.COM Other:3055281476 Description: RE -ROOF TILE & FLAT Valuation: $ 21,700.00 Inspection Requests: 305-762-4949 Total Scl Feet: 2,510.00 Fees Amount Application Fee - Other $50.00 CCF $13.20 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.40 Roofing Fee $250.00 Scanning Fee $27.00 Technology Fee $7.50 Total: $359.60 Building Department Copy Payments Date Paid Amt Paid Total Fees $359.60 Check # 2454 10/16/2018 $359.60 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. (DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws ruction angOzoning. Futhermore, I autOrize the above named contractor to do the work stated. / Applicant / Contractor / Agent 16, 2018 Page 2 of 4 I Miami Shores Village RE Building Department �E��Eo 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 OCT 16 ?01 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 1-1 w i BUILDING Master Permit No. � -31� 3 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 168 NW 111 ST City: Miami Shores County: Miami Dade zip: Folio/Parcel#: 11-2136-003-0460 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): APO LINARI0 GAYLON &W TERESA Phone#: Address: 168 NW 111 ST MIAMI SHORES City: MIAMI SHORES State: FL Zip: 33168 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: AGUIRRE'S ROOFING INC Phone#: 786-231-5339 Address: 18700 SW 295 TER City: HOMESTEAD State: FL Zip: 33030 Qualifier Name: IVAN M AGUIRRE Phone#: 305-528-1476 State Certification or Registration #: CCC1329282 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2- -1 y,� " 0. 0 U Square/Linear Footage of Work: 75,10 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: RE -ROOF TILE & FLAT Specify color of color thru tile: �� �G �, %; `e a ✓�' Zo n� e cis 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) i Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commF ment must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In bsence of such posted notice, theinspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT C N RACTOR The foregoing instrument was acknowledged before me this day of I P by L6 -�, who is personally known to me or who has produced Z> L, as identification and who did take an oath. NOTARY PUBLIC: Sign: Print ` - Commission # GG 057690 a Seal: MY Comm. Expires Apr 20, 2021 Bonded through National Notary Assn. ************************* APPROVED BY The foregoing instrument as acknowledged before me this day of 56?��'�t�- 20 /d by 046>0i who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Notar :N Commis Florida r Commission # GG 057690 Seal:%;;F� FtA�' MY Comm. Expires Apr 20, 2021 Bonded through National Notary gssn. *************************************************************** Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) 1;10107A r � Building Code (2017) tii^,° °P�o MCA Hi at urricane Zone Uniform Permit ApplicationF.or'm. •, n AT �e .T Section A (General Information) ram, Master Permit No. Process No.. Contractor's Name f< ,,)V," q -2:;1 C •iy �6 Job Address �% / S % �f, ROOF CATEGORY ; !� Low Slope ❑ Mechanically Fastened Tile GY Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE _/ ❑ New roof ❑ Repair ❑ Maintenance 21 Reroofing ❑ Recovering 1 . ROOF SYSTEM INFORMATION Off% �jG Low Slope Roof Area (SF) %yo Steep Sloped Roof AREA (SSF) Total (SF) a,5/0 l61 V6690 Section B (Roof Plan) 0 ...... .... :000 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and ovp"drains. lncly�ie dimen. sions of sections and levels, dearly identify dimensions of elevated pressure zones and location of pap.Ms. 0 • • • • • •00*00 .... . ..... .... % 15.37 Tile Roof System f I MIAMI-DaADE Miami -Dade County Building Department Electronic Application Ea Section D Sloped System Description Tile Roof System "Delivering Excellence EvetT Day" Roof System Manufacturer: I ENTEGRA ROOF TILE LLC Notice of Acceptance Number (NOA): 16 0112 08 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): 26.1 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 3 "/12" Roof Mean Height: 14 ft. Method of Tile Attachment: —Adhesive, 2 Small Paddy Polyfoam Polyp Alternate Method of Tile Attachment per NOA: N/A Drip Edge Size & Gauge: --3" face 26 ga Drip Edge Material Type: --Galvinized Metal — Deck Type: --5/8 Plywood -- Optional Insulation: N/A Optional Nailable Substrate: • • • • • • Soo** N/A .. .... .' 00:0 ••.••• Optional Nailable SubstrateAUachmerg: ;" NIA .... .... .. .. .. . ...... Basesheet Type: •••••• • ASTM FELT 30# D22� Type II w/g whe�dlapA S 77Mp ..... Fastener Type for Basesheet Attachmento 1-1A rs nail & tin cap 6"oc at lap & 12"o feel', Tile Underlayment (Cap Sheet) Type: ASTM FELT 90# Tile Underlayment Attachment Method: HOT MOP ASPHALT TYPE IV Drip Edge Fastener Type: IL 1-1/4 RS NAIL 4"OC Tile Profile: ENTEGRA ESTATE "S" CONCRETE TILE Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- Sm ibn E 2 MIAMF Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application 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 2,0.289 = 11.29 - Mg: 6:74 = Mrl: 4.55 5 26.1 NOA Mf P 2: -68.1 X X0.289 = 19.68 - Mg: 6.74 ; = M2: 12.94 s 26.1 NOA Mf P 3: -100.7 X X0.289 = 29.10 - Mg: 6.74 = Mr3: 22.36 5 26.1 NOA Mf 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 greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. PI: ®X1: Xw: = -W: XCos 0:F7=Fr1:®.�L�f144-F ....•. P2: X1:�= Xw:�= -W:�=� XCos 9:r7=F2: •••'E010A'F- •.•.:• P3:X1:�= Xw:�= -W:�=® XCos 6:©=Fr3: '• rL._._�Lg9ff' ;.•..: Where to Obtain Information to complete tile calculations • • • • • • • • • • • • • Description Symbol goggle 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 6 Job Site Aerodynamic Multiplier l Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) MIAMI-DADE COUNTY MIAM1 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.eoy/economy Entegra Roof Tile, LLC 1289 NE 9" Ave Okeechobee, FL. 34972 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; ncluding the High Velocity Hurricane Zone of the Florida Building Code. """ DESCRIPTION: Estate S Tile 00 •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, *IN, state: and rollowiAg • • •' 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�agr*-las been np change in • • the applicable building code negatively affecting the performance of this product. • . . . . ...... .*Goo* TERMINATION of this NOA will occur after the expiration date or if there has been aomvi9ion o ; eltjr%e in tke • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of anyprbduct, 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. 14-1120.08 and consists of pages 1 through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. APPROVED NOA No. 16-0112.08 Expiration Date: 08/23/21 Approval Date: 02/25/16 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured by Entegra Roof Tile, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Applicant Entegra Estate `S' Roof Length = 16-1/2" Tile Width = 13" Trim Pieces 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 1. Okeechobee, FL APPROVED Test Product Specifications Description TAS 112 Low profile, interlocking, extruded Type lb concrete roof tile equipped with two nail Class III hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactut" fcr each tile profile. .•. •••••• ...... .... ...... .... . ..... ...... .... ..... .. .. .. . ...... . . . . ...... NOA No. 16-0112.08 Expiration Date: 08/23/21 Approval Date: 02/25/16 Page 2 of 6 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 PA 102 Dec. 1991 7161-03 PA 102(A) Dec. 1991 7161-03 PA 108 Dec. 1991 P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631-01 PA 108 July 1994 Letter Dated Aug. 1, PA 108 Aug. 1994 1994 Professional Service Industries, Inc. 224-47099 PA 112 Sept. 1994 The Center for Applied 94-060B PA 101 March, 1994 Engineering, Inc. 94-084 PA 101 May 1994 25-7094-1 PA 102 Oct. 1994 25-7094-7 PA 102 Oct. 1994 25-7094-4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 Test #MDC-76 25-7183-1 PA 102 Feb. 1995 25-7183-2 PA 102 Feb. 1995 25-7214-2 PA 102 March, 1995 25-7214-6 PA 102 March, 1995 Celotex Corporation Testing Services 528454-2-1 PA 101 %o4.1998 • • • • • • 520109-2 • • • • Rg ; 1998 • • ...... ' • Walker Engineering, Inc. Calculations Aerodynamic Multipl}ar0000 .... ...... March 1999 • % IBA Consultants, Inc. 2381-264 TAS 112 0000 .... • 01/08/08 • •; • •. American Test Lab of South Florida RT1210.03-15 TAS 112 ":": .. .. .*1:/1;/15 .. . ...... • 3. LIMITATIONS: . . . . ...... 3.1 Fire classification is not part of this acceptance. static field uplift test in accordance with TlAS • • • • • • 106•may 3.2 For mortar or adhesive set tile applications, a 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 Product Control Section for review. be in with the applicable Roofing Applications Standards listed 3.4 Minimum underlayment shall compliance 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. NOA No. 16-0112.08 CKAMMADE COUNTY Expiration Date: 08/23/21 Approval Date: 02/25/16 Page 3 of 6 4. INSTALLATION 4.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County 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 (lbf) Length-i (ft) Width-w (ft) L Entegra Estate 'S' Roof Tile 10.0 1.375 1.08 Table 2: Aerodynamic Multipliers - A. (ft3) Tile Profile X (ft3) Batten Application X (ft3) Direct Deck Application Entegra Estate 'S' Roof Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Entegra Estate 'S' Roof Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.91 6.74 5.82 6.64 5.70 6.50 5.56 6.33 5.40 6.14 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) • for Nail -On Systems • • • Tile Fastener Type Direct Deck Direct Deg4...• •AgVens �. Profile (min 15/32" plywood) (min. 19/32" plyr AQ4) Entegra 2-10d Ring Shank Nails 27.8 37.4 ."". %.28.8 '• Estate 'S' 1-10d Smooth or Screw 8.8 11.8 1 Roof Tile Shank Nail2 • . . . . 004 • ' 2-10d Smooth or Screw 16.4 21.9 ...... 7.1 Shank Nails •00 1 #8 Screw2 25.8 25.8 .•. 22.9 %, 2 #8 Screw 47.1 47.1 049.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Cli 2 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Cli 2 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" the headlap and fasteners are located a min. of 2'/2" from head of tile. 2 When using only one fastener use the hole that is approximately 4-3/4" away from interlocking edge. NOA No. 16-0112.08 MIAMMADE COUNW Expiration Date: 08/23/21 Approval Date: 02/25/16 Page 4 of 6 009 '..• .. . . . I... . ... . I Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Adhesive 26.14 3 See manufactures component approval for installation requirements. 4 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3W 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile 3M' 2-Component Foam Roof Tile Adhesive AH-160 86.615 3M- 2-Component Foam Roof Tile Adhesive AH-160 45.56 5 Large paddy placement of 54 grams of 3M- 2-Component Foam Roof Tile Adhesive AH-160 6 Medium paddy placement of 24 grams of 3M'" 2-Component Foam Roof Tile Adhesive AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Estate 'S' Mortar Set Roof Tile •' • ...... .... ...... 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below•or 61lowinA "Miami -Dade County Product Control Approved". statement: ..;..' .. .. .. . ...... . . . . ...... OR 6 ENTEERR ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE OF TILE NOA No. 16-0112.08 MIAMMADE COUNW Expiration Date: 08/23/21 Approval Date: 02/25/16 Page 5 of 6 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. Nail Holes PROFILE DRAWING 1% ENTEGRA ESTATE "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No. 16-0112.08 MIAMMADECOUNW-R Expiration Date: 08/23/21 Approval Date: 02/25/16 Page 6 of 6 MGM M1AMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE(NOA) T (786)315-2590 F (786) 315-2599 ICP Adhesives and Sealants, Inc.-mis kmldaderov/economy 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 Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • •.•..• DESCRIPTION: ICP Adhesives Polyset® AH-160 • • • • • • • • ...... .... ...... 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city! jtate aW."p Awing' • 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 tto 0 )iere 4as been ng 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 revtisioA or c~ 0 the � • • • •' materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any p'VMdct, 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 I of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive PolyseeAH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 • • • • • • ICP Adhesives ProPacko N/A Dispensing Equipment • • • • • • • • • • .... . ..... PRODUCTS MANUFACTURED BY OTHERS: • • • • • • • • • • • • • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA �ieh list attachment • resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. • : 0 0• • • • • ...... 000 MANUFACTURING LOCATION: • • • • • • 1. Tomball, TX. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.61bs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ftz 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 hUAMMu4oE COUNTY Expiration Date: 05/10/22 1 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 Test Nam Port Date #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-74384 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB-589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04418/12 P39740.02.12 TAS 101 02,I2.1/T2 • • • • • • • TAS 123 •••• •••• •• ...... .... ...... 528454-2-1 TAS 101 """ 10/23/18 • • • • 528454-9-1 • • • • ' 528454-10-1 520109-1 TAS 101 �••••• •••• 12/2$/y$ ; •••�• 520109-2 •�•�•• ...... • 520109-3 • . . . . ...... 520109-6 520109-7 •••••• 520191-1 TAS 101 03/OM9*• 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. JAPPROVEDI J NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the 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 minuteg'aWr;CP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordmw with t;e* *, * •':' •. 'Placement Details' herein. Each generic tile profile requires the specific placement notedpefdn. .":'. .. .. .. . ...... . . . . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Eave Course - Flat, Low, high Area Weight Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles # 1 Flat Profile 17-23 sq. inches 45-65 #2 Low Profile 10-12 sq. inches 30 #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Padd s: 8-9 s . inches at Y q 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 an LABELING: ...••• '••••' ••••�• All approved products listed herein shall be labeled and shall bear the imprint or identifiable m ;rlring Qf the ; • • •; manufacturer's name or logo and following statement: "Miami -Dade County Product Control Appidled" or the Miami- Dade County Product Control Seal as shown below. ...... .... ..... .. .. .. . ...... C ' 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 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Mai li1`u�M ptiittk twf�eer•�uir�d► �( `'•�\ �... P+d¢jl8+r�++�aeh7J1:F I 9att•ns ,�. � I "rvsas X ` lY•cpho(e a 10's `din. �,/l� 6mclosum 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 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the eave course, apply a minjgipp j 2" (50.8 mm) x 10" (254 mm3x V"(25.4 fin) foam "•'.• paddy onto the underlayment positioned U lAQwn •. under the pan portion of thtlht closest to the • • •. •. .... • overlock of the tile being se.f. • • • • • • • • •••••• .... . Continue in same manner. laws approxi"el 17 ..... • • : + • • (109.7 cm2) — 23 (148.4 cm2 sgxare incheAesive • • • • • • contact with the underside Qf tl� Ole. • • • • • • • • • • • • • • • •• • • • 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. 2. Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 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 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 cmZ) square inch adhesive contact with the underside of the tile. :...:. • • • •• Medium Profile / Double Pan TUC::••• •••• •••••• • • • ..r••• 1. Starting at the eave course, apply a minimuorno "(50.8 • •: • • mm) x 10" (254 mm) x 1 " (25.4 foam�paiddy, • 00000 onto the underlayment positioned es shown mider'the pan portion of the tile closest to*dV@gverlock ofthe '. tile being set. Insure approximately 1*7 (1 OSCI caf) — • r • • • . 23 (148.4 cmZ) square inch ad4esivS 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 file 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 C FC.. 6, :10lAdl Y Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTMUED) 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. 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 (109.7 cm2) same manner. Insure approximately 17" - 19 (122.6 cm2) square inch a0hqA$a contact with the underside ' "":' of fie tire. .. • .... ...... .... ...... .... . ..... ...... .... ..... .. .. .. . ...... . . . . ...... NOA No.: 17-0322.03 t9AMFt]AD� COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Flat/Law Prom& THO iiadlum ProtlleTile APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (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 file 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 file 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 cm') oiadhosive contact with the underside of the -tile. ...... ...... .... (Instructions continued on next c?je�' ...... • .... . ..... .. .. .. . ...... NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) H10 Pralfia Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/4" (19 mm) paddy on top of the cave course tile surface as shown, on top of the strengthening rib for flat the 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 cm') square inch adhesive contact with the underside of the file at the overlap and 7 (45.2 cmz) - 9 (58.1 emz) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. ...... .... ...... .... ...... .... . ..... .... .. . ...... • 000000 • • . • • . • • 00 NOA No.: 17-0322.03 MAhaOADECOUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barret - High Profile Tile Two Piece Barrel (Cap and Pan) Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under 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 nun) bead of adhesive directly on the inner edge of each side of the cover tile. Leave • approximately 3/4" (19 min) to 1" (25.1rW* from the outside edge of t6tile: inwar * fmc of •• • .' foam to allow for expansibh* * • • .... ' ...... ••.••• . • Turn cover tile over after f3M% appltd,gU • place onto pan tile course. Wsifre a minimum of • • • • • 20 (129 cm') - 25 (161.3 inch • . §quare contact area on each side p f jte, hover tile to tie pan tile. Continue in samd m&*r. Trim away • any cured exposed foam adhesive. Poi IMI oT longitudinal edges of the ewer files arf • • : "": considered optional. • • • 5. When additional nailing is required, 2" (50.8 nun) x 4" (101.6 mm) milers or the to 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 Abdias H Saenz ` 7066 SW 44 ST MIAMI, FL 33155 Back to Index PH: 305-668-5792 FAX 786-513-3754 October 10, 2018 CONTRACTOR: AGUIRRE'S ROOFING INC JOB ADDRESS: 168 NW 111 ST MIAMI SHORES, FL 33168 LOW PITCH ROOFS FASTENERS CALCULATIONS Description Flat Roof Roof Mean Heght: 14' - 0" NOA No: 15-1020.01 Roof System Manufacturer: Gaf Material Corp Deck Type: Wood Deck Insulated System Type: A l l BaseSheet & Fastener Type: 1 Ply 75 Simultaneously, 1 1/4 Ring Shank Nail and Tin Cap 1" ISO Tapered Insulation 4'X4' Maximum Design Preassure from the specific NOA: ;-52.50 psf Scope of Activity & Findings: • • • • • • - Minimum Design Wind Uplift Preassure from (RAS 128) Exposure "C" • • • 4.• , Field = -42.80 psf @ 9" in o/c on laps and 2 7. equal rods,* �� in Perimeter = -71.70 psf @ 6" in o/c on laps and 4 equal ro%F.•.6 in • ;•"•• Corner = 1-1 08.00psf @ 6" in o/c on laps and 4 equal rota$ • •¢ in • •; • Parapet > 3' • • • • .. • lap: a4 in Net width(ft)= Nw = 2.67 in • • • • • Net length (ft) Nl:= (100) Ln= 37.50 in (to make one squat Nw Rs = 10.67 in Number of fastener per square Side laps row = fl: = Center row = fc: = Total 50 fasteners/sq 100 fasteners/sq 150 fasteners/sq Ft 12 x per fasteners FT:= 100 Total Fy= 52.5 * FT FT= 0.67 Fy = 35.00 IV •. Abdias H Saenz 7066 SW 44 ST MIAMI, FL 33155 PH: 305-668-5792 FAX 786-513-3754 General Equation: FS=Fy x 144/P x Rs Results: Field Area= Perimeter Area= Corner Area= fa:= Fy * 144 fa= 11 in > (Field * Rs* -I) fa= Fy * 144*ep fa -- (Perimeter * Rs* -I) fa-- Fy * 144*ec fa= (Corner * Rs* -I) �L 0v • ... G E N SF•. 7 ®o 696 ' r r 'OC r • IJ = ®�'•. STATE OF :�ti� '00° qsS *O N A\ %�� Adbias H. Saenz P.E P.E. # 69687 9 in o/c. ok. (P1) C ROOP ASSEMBLIES AND ROOFTOP STRUCTURES F101ida Bulldi»g Code 6th Edition (2017) 1 High -Velocity Hurricane Zone Uniform Permit Application Form 1 1 1 Section C (Low Slope Application) 1 Fill in specific roof assembly components and identify Top Ply Fastener/Bonding Material: 1 manufacturer t NT S hR�� 1 (If a component is not used, identify as -NA-) Surfacing: 6 rGn c/% s 7/' e '/1✓ 1 System Manufacturer: ` p 1 Fastener Spacing for Anchor/Base Sheet Attachment: j �ry�'7��G� �Or� Field: / ' oc @ Lap, # Rows a- @ �% • oc f Product Approval No.: Perimeter: ( 'oc @Lap, #Rows @ oc Design Wind Pressures, From RAS 128 or Calculations: Corner: --L' oc @ Lap, # Rows @ JL • oc I P1: - pia. a 1 P2: — /. pg: -/O8 ,y Number of Fasteners Per Insulation Board: j Max. Design Pressure, from the specific product Field NA Perimeter NA Corner approval system: — Sa , S • • Illustrate Components Noted and Detai t licab 1 Deck: f� �,� t4DP >�:... �� Woodblocking, Gutter, Edge TerminatiQgyy�qiDping, Flashing, Type:Do/a )OOO S-b Continuous Cleat, Cant Strip, Base Flas.in ��pounte ashi j Coping. Etc. p ..�: 99. j Gauge/Thicknesa:_____ S%g Indicate: Mean Roof Heigh,. Parapet Hei Fit*,, eight of Base Flashing, Component Material, Material Ickness, F%slenq 1 Slope; b / a " Type, Fastener Spacing or Submit Mariu�0 turers Details chat 1 / Comply with RAS 111 and Chapter 16.: I Anchor/Base Sheet & No. of Ply(s); . G�Ci ST6�Se �Si� 1 • Anchor/Base Sheet Fastener/Bondin Material; (� ` 1 /-;�q ks �Va; Cha- IiN /-S t I .. . 1 1 /2v�ro �� 2-0W Insulation Base Layer: /• 0 TS p -r erect inSul� ch Hai uop A SpI �/ FT. N j Base Insulation Size and Thickness: I II .. �{IS[ 1 Ix YG a� ST rA ve"T P e -teeQ I I Parapet 1 Base Ins lation Fastener/Bonding M terial: 1 89 s%�ef f- , Height 1 If tiloa Asaha/r�'-X� es�►G;l 1 FT. Top Insulation Layer; N �g 1 y 1 — I � Top Insulation Sire and Thickness: N A P 1 Y� v 0 c+ 1 — Mean 1 Top Insulation Fastener/Bonding Material: Roof 1 blip Ne-�4 3k3 GA(v Height j 1 1 26 �a5� Base Sheet(s) & No. of PIy(s): �a s7e gVPh7 1 �r�ora ) pi Base Sheet Fastener/Bonding Material: /I � _ Ss o Ta l6a /mod( 1 )DoSe LA/d SL)(" iOh +^�� 1 Ply Sheet(s) & No. of Ply(s): �G� �U /j eiai j ---LO Ply Sheet Fastener/Bondin Material: h� /� fyPc iv 1 Top Ply: 1 :3/2y/1U18 I GFU.R1306 -Rooting Systems Cap Sheet: —Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLASS EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): — "United Coatings" TOPCOATcn1 EnergyCote'" Roof Coating" or "TOPCOATS MB Plus Coating" or "United Coatings'" Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./300-ft.2. 16. Deck: NC Incline: 1/2 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanu rate, mechanically fastened or adhered with ' LRF Adhesive M" or "TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or "GAF 2-Part Roofing Adhesive", applied as a nominal 2-1/2 in. bead with a maximum on -center spacing of 12-in. or any UL Classified Insulation adhesive, applied per the manufacturer's Installation instructions. Base Sheet: — One ply Type G2. "GAFGLASS #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLASO #80 Ultima'" Base Sheet", mechanically fastened. Ply Sheet: — One or two plies Type G1 "GAF'GLAS s(O Ply 4" or "Tri-Ply@ 4" or "GAFGIASciO Flex -Ply'" 6" or Type G2 "GAFGLAS& #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Uitima'" Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings'" TOPCOATS EnergyCote'" Roof Coating" or "TOPCOATO MB Plus Coating" or "United Coatings- Roof Mate MB Plus Coating" applied at a rate of 2-gal./10o-ft.2. 17. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeckS Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCKS Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywgpd de;k joints. Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply *75 Base Sheet" or "GAFGLAS@ #80 Ultimai %%ace Cheet", mechanically fastened. • • • • • • • • • Ply Sheet: -- One or two plies Type G1 "GAFGLASS Ply 4" or "Tri-Ply 4" or "GAFGLASS Flex Ply 6" or TyprrG2 IIGAFGLAS(•aqW5 Base • • Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS(V3 #80 Ultima'" Base Sheet", fully adhered with hot rocq(irp piWalt. '. •.' �. • •; • Cap Sheet: — Type G3 "GAFGtASS Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", fullradhered with hot roofing asphalt. *sees* • • • Coating: — "United Coatings'" rOPCOATS EnergyCote`" Roof Coating" or "TOPCOATS MB Plus Coating.' eP"Ited Coi;jpVT: Roof M;e • MB Pius Coating" applied at a rate of 2-gal./100-ft.2. . • • • • • • • • • 18. Deck: NC •••••• •••• ••••• • • • • • Insulation (Optional). — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mecharit!li"stened or adhered with • "LRF Adhesive M" or'TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied4as a nooninal 3/win. bead or "GAF* • • • 2-Part Roofing Adhesive", applied as a nominal 21/2-in. bead with a maximum on -center spacing of 12-ig. or Wy UL Cli 119cf fisulatiop adhesive, applied per the manufacturer's Installation Instructions. • • • 000000 Base Sheet: — One ply "GAFGLAS0 StrataventS Perforated Venting Base Sheet", loose laid or Type G2 ''G'AFGL'AS(P,) I11 S taA.5heet" tr � "Tri-Ply #75 Base Sheet" or "GAFGLASO #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. • • • Ply Sheet: — One or two plies "RUBF..ROTDS Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROIDS Mop Plus Smooth" or "RUBEROIDS 20 Smooth", "RuberaidS 20 Plus Smooth" or "RUBEROIDS HW 25 Smooth", fully adhered with hot roofing asphalt. Membrane: — "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating. — "United Coatings'" TOPCOATS EnergyCote`" Roof Coating" or "TOPCOATS MB Pius Coating" or "United Coatings'" Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./1.00-ft.2. 19. Deck: C-15/32 Incline: I Incline: 1 Insulation (optional): — Any thickness periite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum 1/4-In. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeckS Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCKS Roof Board' (Type FRX-G) or "SECUROCKS Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butte joints in the barrier board products staggered a minimum of 6-in. fromplywooddeck joints. Base Sheet: — One ply "GAFGLASO StrataventS Nailabie Venting Base Sheet" or "GAFGLASO StrataventS Perforated Venting Base Sheet", loose laid or Type G2 "GAFGLASS #75 Base Sheet" or'Tri-Ply #75 Base Sheet" or "GAFGLASS #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet: — One or two plies "RUBEROIDS Mop Smooth" or "RUBEROIDO Mop Plus Smooth" fully adhered with hot roofing asphalt. Membrane: -- "GAFGLASS Mineral Surfaced Cap Sheet" or "TH-Ply@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings'" TOPCOAT@ EnergyCote" Hoof Coating" or "TOPCOAT@ MB Plus Coating" or "United Coatings'" Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2. 20. Deck: C-15/32 Incline: 1 Base Sheet: — One ply Type 02 "GAFGL.AS@ #75 Base Sheet" or "Tri-Ply@ 475 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination perlite or wood fiber or glass fiber or pol yisocyanu rate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One or more piles "RUBEROID@ 20 Smooth", "Ruberoid@ 20 Plus Smooth" or "RUBEROID@ HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLASO EnerigyCap'" Mineral -Surfaced Cap Sheet". 21. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeckS Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. httn://dntsihasn.ril.rom/rni-hin/XW/tmmnl»tR/I_I1;FXT/1FRAMFh hnwnann.html7narnn TCFtI Rt'iflfi&rrnchnrttitln=Rnnfinn+Gv¢tAmsRnhiid-lt 143s1 6/4N 3/230/2U18 i"UFU.K13Ub - Rooting Systems Existing Roof System: — Any Class A, B or C UL Classified EPDM, TPO, Hypalon, PVC, TPA, or CPE single ply membrane roof covering system, mechanically fastened or fully adhered, non -Insulated or Insulated, to retain existing Classification. Surfacing: — "United Coatings" Unisii HS-1 Roof Coating" applied at 1-1/2-gal/100-ft2. Note 1; Classification (A, B or C) and maximum incline will be the same as that of the Classified Roof Covering System (TGFU), Class B 1. Deleted. 2. Deleted. 3. Deleted. 4. Deleted, S. Deleted. 6. Deleted. 7. Deleted. 8. Deck: C-15/32 Incline, 3/4 Existing Roof System: -- Gass A, B or C roof covering system to retain the existing Classification covered with; Membrane: — "EverGuardp TPO FB Ultra" 60-mil'to 80-mil or "EverGuard Extreme(h) TPO FB Ultra" 60-mil to 80-mil, fully adhered with hot roofing asphalt or mechanically fastened. 1. Deck: NC FLUID APPLIED COATING SYSTEMS Class A •••••• • Bass Coat: — "TOPCOAT Gray" or 'TOPCOAT White" or 'TOPCOAT Membrane" applied at a rate of i to 1.5 0yal./100-ft.2 • • • Intermediate Coat (Optional); — "TOPCOAT Gray" or "TOPCOAT White" or "TOPCOAT Membrane" applied ai:a i6tf5 of 1 to 1 5-gal./100 • ft'2' ••••e• • • • Top Coat: — "TOPCOAT Gray" or "TOPCOAT White" or "TOPCOAT Membrane" applied at a rate of 1 to 1.5-EP10Q-ft.?. • • • • • • • 2. Deck: NC •••• • ••••• Incline: No limitations • • •••••• •••• ••••• Top Coat: — "TOPCOAT White" or "TOPCOAT Gray" or "TOPCOAT Membrane" applied at a rate of 2 to 3-g al 16Op ft 2 • G o • • Last Updated on 2018-02-28 Qug§tlons? din u ' 1 PA9g Terms of Use �� �. : • . • o ; e..6.6 Cd 2018 UL LLC The appearance of a company's name or product In this database does not in itself assure that products so identified have been manufactured under Ill's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Ul " must appear adjacent to the extractedmaterial. In addition, the reprinted material must Include a copyright notice in the following format: " rp. 2018 UL LLC". Incline: Unlimited hitnWrIninhsase ill,cnm/rni-hin/XYV/IemnintA/t.iSFXT/1FRAMF/shnwnann.hirnl?nsmA=TCF11 R130fi&rrnshnrttitln=Rnnfinn+:Svstnm5/fnhiid=107415, 48t48 COUNTY MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION (RER) Miami, Florida 33175-2599 NOTICE OF ACCEPTANCE (NOA) T (786 w.raia590 F exo econo y www miamidadc. ov/economy GAF 1 Campus Drive Parsippany, NJ 07054 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 prodpjtq , • material fails to perform in the accepted manner, the manufacturer will incur the exp*sseo such ttsting and the AHJ may immediately revoke, modify, or suspend the use of such product or maierial within"' • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determinedtiWami-Dade • •.Y..1 County Product Control Section that this product or material fails to meet the requiremppt&of the • applicable building code. • • • • • • This product is approved as described herein, and has been designed to comply with di' Mir*1da Building; Code including the High Velocity Hurricane Zone of the Florida Building Code. 000000 DESCRIPTION: GAF Ruberoid' Modified Bitumen Roof System for Wood Decks. • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1'dgo, city, Stu - and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-1030.02 and consists of pages 1 through 67. The submitted documentation was reviewed by Joree L. Aceho. APPROVED NOA No.:15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 1 of 67 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type A(1): All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: (optional) FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® or Solo' Fire -Resistant Slip Sheet. Anchor sheet: GAFGLAS® #80 Ultima'" Base Sheet, GAFGLAS® Stratavent® Nailable Venting Base Sheet, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth base sheet mechanically fastened to deck as described below. Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® FlexPly"' 6, ; Option #1: • • •; • GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any 4f andw anchor sheets attached to deck with approved annular ring shank nails and tin capsGat a * • fastener spacing of 9" o.c. at the lap staggered and in two rows fl't o c. in the • field. •••••• • (Maximum Design Pressure —45 psf. See General Limitation *47*d • ; • • • • • Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® Flexkl; * • Option #2: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of Alwe anchor . sheets attached to deck with Drill-Tec' #12 Fastener, Drill -Tea A4:Fastener on Drill-Tec'" XHD Fastener and Drill-Tec' 3" Steel Plate, Drill-f ec••QccuTrac�� • • Flat Plate or Drill-Tec" AccuTrac(& Recessed Plate installed 12"•d.c. 1h 3 rowss'.'. One row is in the 2" side lap. The other rows are equally spaced approximately • 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) Fastening GAFGLAS" FlexPly' 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or Option #3: any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening GAFGLAS® #80 Ultima'" Base Sheet, Ruberoid® 20 Smooth, Ruberoid® Mop Option #4: Smooth base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Plyl #75 Base Sheet or any of above anchor Option #5: sheets attached to deck with Drill-Tec' #12 Fastener, Drill-Tec' #14 Fastener or Drill-Tec' XHD Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec"' AccuTrac® Flat Plate or Drill-Tec' AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.:15-1020.01 JAPPROVEMu►MFDdwECD1 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 9 of 67 ..00 0 Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Option #6: and 3" inverted Drill-Tec"insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS' #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above anchor Option #7: sheets attached to deck with Drill-Tec' #12 Fastener, Drill-Tec' #14 Fastener or Drill-Tec' XHD Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec' AccuTrac' Flat Plate or Drill -Tee" AccuTrac' Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard' Polyiso Insulation, EnergyGuard' Polyiso RA Insulation, EnergyGuard' Polyiso RN Insulation, EnergyGuard' RA Composite Polyiso Insulation Minimum 1" thick N/A Structodekm High Density Fiber Board, EnergyGuardr'Perlite Recover Board ' • • 0 • : • • • • • Minimum %" thick N/A • • • • • • N/A• •' • EnergyGuard'" Perlite Roof Insulation ... Minimum %" thick N/A 000000 Nt...... A ...... .... Note: All insulation shall be adhered to the anchor sheet in full mopping of appuovediot aspiait 00 within the EVT range and at a rate of 20-401bsJ100 fe. Please refer to Roofing "Hgation • Standard RAS 117 for insulation attachment. Insulation listed as base layer onlf shall•be usdd..;. only as base layers with a second layer of approved top layer insulation installed as We.final 0 membrane substrate. Composite insulation panels may be used as a top layer placed with the,, % • polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS' Stratavente Perforated Venting Base Sheet laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional) Install one ply of GAFGLAS' #75 Base Sheet, Tri-Ply® #75 Base Sheet, GAFGLAS' #80 Ultima' Base Sheet, GAFGLAS' Ply 4, Tri-Ply® Ply 4 Ply Sheet GAFGLAS' FlexPly' 6, Ruberoid' Mop Smooth, Ruberoid' Mop Smooth 1.5, Ruberoid' Mop Plus Smooth, Ruberoid' 20 Smooth, Ruberoid' 1-IW Smooth or Ruberoid' HW 25 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4). OR GAFGLAS' Stratavent' Perforated Venting Base Sheet loose -laid dry. Ply Sheet: (Optional, required over GAFGLAS' Stratavent' Perforated Venting Base Sheet loose -laid dry)One or more plies GAFGLAS' Ply 4, GAFGLAS® F1exPly'" 6, GAFGLAS' #80 Ultima' Base Sheet, Ruberoid' Mop Smooth, Ruberoid' Mop Smooth 1.5, Ruberoid' Mop Plus Smooth, Ruberoid' 20 Smooth adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.:15-1020.01 Expiration Date: I1106/18 Approval Date: 02/15/18 Page 10 of 67 Membrane: One or more plies of Ruberoid® 20 Smooth, Ruberoid® 30 Granule, Ruberoid® EnergyCap'" 30 Granule FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® Mop Granule FR, Ruberoid® Mop Granule, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF Ruberoid® Mop , Plus Granule, Ruberoid® Mop Plus Granule FR fully adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within 1 a current NOA. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2• GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and lbs./sq. at a rate of 20-40 3• TOPCOAr Surface Seal SB or United Coatings' Surface Seal SB Roof CWW • applied in one or more coats at a minimum rate of 1.0 gal./sq. per, goat; • • • • OR • TOPCOAT' MB Plus or United Coatings' Roof Mate MB Plus, C.oe6itig • • • • applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) folkwYed by:... • TOPCOAT® Membrane or United Coatings'.. Roof Mate TCM Chat lig • applied in one or more coats at a minimum rate of 1.0 gal./sq. pele alr 00000000 . 4• Fiber Aluminum Roof Coating. • • • • • Maximum Design • Pressure: • • • • • • See Fastening Options • MADE NOA No.:15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 11 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/," DensDeck® Roof Board or %2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet • shall be applied using spot mopping with approved asphalt, 12" diameter circlesi 24"•o.c.; ort'Ip•• mopped 8" ribbons in three rows, one at each side lap and one down the center dt;tt Sheet allomia§ a continuous area of ventilation. Encircling of the strips is not acceptable. A 6':bzaa6shall 6a •. • placed every 12' in each ribbon to allow cross ventilation. Asphalt application o6ai;ym system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limitt'tl•fta maUMV&k design pressure of 45 psf. ..•. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Poicea (F') vaL*tL*e*oo; 275 lbf., as tested in compliance with Testing Application Standard TAS 105. Ift*,*tener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.: • : 0 • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is rased• • on a minimum fastener resistance value in conjunction with the maximum design valuAistedyoitl;iit, a specific system. Should the fastener resistance be less than that required, as determined by the • Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 15-1020.01 mAHMeCourrrY Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 67 of 67 .0000 V 10 > 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 owners initialin the designated space indicates that the item lias been explained. 2. Renailing wood decks: When ireplacing roofing, the existing wood roof deck may be renalled in ha accordance with the current provisions of Section R4403. (The roof deck is usualli. to concealed prior to removing the existing roof system).4. • Exposed Ceiling: Exposed, open beam ceilings are where the undersj**qf the roof decking can be viewed from below. The owner may wish to maintain the architectural appdb;&q , thereltre,' • • roofing nail penetration of the underside of the. decking may not be acceptable. ThiseWsvioes the opti m of maintaining the appearance. •, • • • • • 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so Chet the ;.Of is. not overloaded from a buildup of water. Perimeter/edge wall or otherf extension may block this.. % • o discharge if overflow scuppers (wall outlets) are not provided. It m necessary to install overflow scuppers in accordance with the requirements of Sections R4402. 03 and RQaI L Owner/Agent's Signature Date Contractor Property Address Permit Nun Revised on 7/9/2009 LD;07/01/2015; J M 4 if, 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 HURRICANEWITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Miami Shores Village Building Department Date: 22 Z ZI 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: T ✓ S �; ! �/ /J «.. r • ' . • • •' Property Address: S T FL::6 93 i 6 41 0 Roofing Permit Number: •,•... .•.. Dear Building Official: '• '� I i E' S <, �� y fc certify that I am not required to retrofit the roof tt wall Lnnediio s my .. building because: • • . • •. •. 00 • [g,fhe 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 j. Print Name J State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the o for the above property mentioned. Sworn to and subscribed before me this day of'p�"� a � n= n « Nola�V P IOC f� F� I 0/q I Notary Public, Sate of Florida at Large My C°msr°„S/a/e °/F B°°eetl/h/ u9Exp/'es OS-4 da When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was ou F��r 1994 SFBC. Then you must provide a building application from a General Contractor for thO Roof to Wall connection Hurricane Mgigation. aryASSo. Revised on 5/21/2009 ivr iwtu'iu Property Search Application - Miami -Dade County OFFICE OF THE jy g PROPERTY Summary Report Property Information Folio: 11-2136-003-0460 Property Address: 168 NW 111 ST Miami Shores, FL 33168-4323 Owner APOLINARIO GAYLON &W TERESA Mailing Address 168 NW 111 ST MIAMI SHORES, FL 33168-4323 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 Floors 1 Living Units 1 Actual Area 2,078 Sq.Ft Living Area 1,558 Sq.Ft Adjusted Area 1,801 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1940 Assessment Information Year 2018 2017 2016 Land Value $196,886 $196,886 $164,440 Building Value $126,192 $126,230 $126,269 XF Value $1,502 $1,517 $1,532 Market Value $324,580 $324,633 $292,241 Assessed Value 1 $122,463 $119,945 $117,478 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $202,117 $204,688 $174,763 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead I Exemption 1 $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES EXT PB 43-40 LOT 14 BLK 220 LOT SIZE 75.000 X 122 OR 19618-1332 1100 4 24800-2317 Generated On : 10/10/2018 Taxable Value Information • • • • • • • • •••Z418 0••-i17 ••:•2.M6 County •. •• .• • •••••. • Exemption Value :$5•ga(i•0 $5a,000 $50}000 Taxable Value 1 .$72,Q63 : %99,9d5 • $67,4a78 School Board • • • • • • • • Exemption Value 1 $25,000 115, 00 $25,000 Taxable Value 1 $97,463 $94,945 $92,478 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $72,463 $69,945 $67,478 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $72,463 $69,945 $67,478 Sales Information OR Previous Price Book- Qualification Description Sale Page 19618- Sales which are disqualified as a result of 11/01/2000 $0 1332 examination of the deed 11/01/1993 $79,000 16150- Sales which are qualified 4827 10/01/1982 $55,000 11628 Sales which are qualified 1262 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.govriinfo/disclaimer.asp Version