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RF-18-1383AJ, Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # IL F — — I — / 3? 3 DATE: Z / 2 INSPECTION AFFIDAVIT e ( �- �� r (Print name and circle License Type) License #: ecc©s licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about , I did personally inspect the roof deck nailing t� (Date & time) �1n work at 33 1 WE Otis SI /•4•l4Mt! Sh os FL _ '?3/3 (Complete Job Site Address) Based upon that examina '•n I have determined the installation was done according to the Hurricane Mitigation Retrofit Man Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the abo01pfj erty \\ \,,‘ \(iAM CSC *// * : `SP 2°`P •• o•,#GG189888 r, 0 Se 9 ••0•/ Jac• • .0 ,,o . istSte%.••QP,... mentioned, Sworn to and subscribed before me this day of 1 Ir Notary Public, Sate of Florida at Large 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection ao,aeo,i nn nnn»nleunvonno Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address mit Parcel Number Permit NO, RF-5-18-1383 Permit Type: Roof Work Classification: Flat Permit Status: APPROVED Expiration: 11/18/2018 Applicant 334 NE 105 Street Miami Shores, FL 33138- 1121360130050 Block: Lot: GEORGE A FRIX &W SANDRA L Owner Information Address GEORGE A FRIX &W SANDRA L & 334 NE 105 ST -- ----------------• - • - -----•• MIAMI FL 33138-2022 Phone Cell Valuation: $ 5,300.00 Total Sq Feet: 600 Type of Work: Re Roof Additional Info: RE -ROOF FLAT Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $3.60 $3.75 $2.50 $1.20 $250.00 $9.00 $4.80 $774.85 Pay Date Pay Type Invoice # RF-5-18-67635 05/22/2018 Check #: 4806 $ 724.85 $ 50.00 05/22/2018 Check #: 4805 $ 50.00 $ 0.00 Bond #: 3770 Amt Paid Amt Due Available Inspections: Inspection Type: Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof 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 res•onsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELE PLUMBING, ICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS construct FFIDAVIT: I certify that all the foregoin n and zoning. Futher, I authorize information is accurate and that all work will be done in compliance with all applicable laws regulating above -named contractor to do the work stated. Authorize. ignature: Owner / Applicant / Contractor / Agent May 22, 2018 Date Building Department Copy May 22, 2018 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201-1 BUILDING Master Permit No. 18 -1563 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 33q Pi. (a5r City: Aitst4m4 Miami Shores County: (Miami Dade Zip: 33 1' 3 Folio/Parcel#: Is the Building Historically Designated: Yes NO ✓ Occupancy Type: g Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 6(- O/w 1 & 4,112,1 y Address: 131 titres 105 5T City: Nt'ii S S State: Phone#: r7o '7 5 7 F 2,5 Zip: '.) 7 ) 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: Cl/ ?O ALI, 1 / 9 4 r 4 - City: o r State: Zip: "7 D ! d Phone#: State Certification or Registration #: cCCO-57-4 7 Z Certificate of Competency#: • Qualifier Name: . ' ✓' Phone#: '� D 8 7.6 t 1 < �y DESIGNER: Architect/Engineer: Address:- ' Phone#: Value of Work for this Permit: $ - 13 (X). D c7 Type of Work: ❑ Addition ❑ Alteration Description of Work: • City:. . , Square/Linear Footage of Work: 600 f News n Demolition State: Zip: Repir/Replace A e Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ LSa Radon Fee $ Z.. A S O CCF $ 3 • 60 coicc $ DBPR $' ''3 `•7 ' Notary $ Training/Education Fee $ Double Fee $ Bond $ <50 C, QQ TOTAL FEE NOW DUE $ ZZ4 (Revised02/24/2014) 7Z4 .Ss Bonding Compny's Name (if applicable) Bonding#Company's Address City State Zip Mortgage Lender's Name (if applicable) 3 Mortgage Lender's Address City - •• - . 2., 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'll 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. ' b 1 "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 s_ TO OBTAIN•FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING —YOUR NOTICE OF COMMENCEMENT." . Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the`applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building, permit is issue.. M tba-abc" o such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT Signatu The foregoing instrument wa cknowledged before me this Z l day of Sy , 20 l8 , by �J A rri 2C , who is personal) own to ``�����nii known me or who has produced ���� ,,�FiA� Cq jvziy., •��MMISS:ONf•• ° '1- identification and who did take an oath pp, �, •• - identification and who did take an oath. \t'PV ? 95,•. NOTARY Pt "ar \ = * • �`�r'r NOTARY PUBLII • : i. o� :%,#G 89888 -icei �/- ' • :9n tst State\c •' Qp• • `.� The foregoing instrument me or who has produced t k •� : 1; CONTRACTOR .x w 4>1. r-L. •.t, s acknowledged before me this , 20 15 , by f, who is personally known to Print: Seal: //2/2�� C. 1 r l lE�0� .��v�' ******************************** s* APPROVED BY Sign: Print: Seal: ``‘‘‘U�H%nuIS�b,,' silp,M UAL O , r, ***.**k **************************************r********************* U,( ". f •. , • Plans Examiner s Zoning q Structural Review Clerk (Revised02/24/2014) Notary Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: (9CO/Lt4 ; y, Property Address: 3 3 % iV E Date: 5[ Z i Roofing Permit Number: Dear Building Official: ,/ r" I Geo1=1..e )`1-";r certify that I am not required to retrofit the roof to wall connections of my building because: Vf he 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 State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes d says that he/she is the owner for the 01... � y,$1 p Toned. Sworn to and subscribed before me this Z 1 day of Z.0 l \\ �\.o�M�ssioroExp; •, • ▪ fit �'� *= Public, Sate of Florida at La _ #GG1898SB 2�: Q y .$ Ss o� �jO�1 • •.!t 9h 1st S�a�:\'.•\��```� • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the buldin was n6t' e3Onor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-2136-013-0050 Property Address: 334 NE 105 ST Miami Shores, FL 33138-2022 Owner GEORGE A FRIX &W SANDRA L ELIZABETH F PATTERSON &H JOSEPH Mailing Address 334 NE 105 ST MIAMI, FL 33138-2022 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2 / 0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,598 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1934 Assessment Information Year Land Value 2017 2016 2015 $230,638 $198,007 $163,894 Building Value $111,221 $111,221 $111,221 XF Value $394 $398 $302 Market Value $342,253 $309,626 $275,417 Assessed Value $110,638 $108,363 $107,610 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $231,615 $201,263 $167,807 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $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 SEC 5 PB 10-47 LOT 8 E1/2 LOT 9 BLK 117 LOT SIZE 75.000 X 123 75R 136707 Generated On : 5/22/2018 Taxable Value Information 20171 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $60,638 $58,363 $57,610 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $85,638 $83,363 $82,610 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $60,638 $58,363 $57,610 Regional Exemption Value Taxable Value $50,000 $60,638 $50,000 $58,363 $50,000 $57,610 Sales Information Previous Sale Pricel OR Book -Page Qualification Description 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 https://www.miamidade.gov/propertysearch/ 5/22/2018 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Permit No. Process No. Contractor's Name c�-C.2 re Job Address Zt � / cg- to "S S Low Slope O Asphaltic Shingles O New roof 0 Repair Low Slope Roof Area (SF) 600 INTERNATIONAL CODE COUNCIL 1 1 1 1 1 1 Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1 sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ Mortar/Adhesive Set Tiles ❑ Wood Shingles/Shakes ❑ Maintenance 'Reroofing 0 Recovering ROOF SYSTEM INFORMATION Ai Steep Sloped Roof AREA (SSF) ` H Total (SF) 6o C7 Miami Shcres Village r rn W g W W W CC u J r< z z a [ZONING DEPT BLDG DEPT t... U C C. O 2 2 4, C; ,� 0 o_ Q C C C. 41/- c i 40 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 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 i 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.36 SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELC Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1 Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation INTERNATIONAL CODE COUNCIL' FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 1 1 1 1 1 1 System Manufacturer: Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify ass " e KJ' cly' 1 141'1030.01 Product Approval No.: I Design Wind Pressures, From RAS 128 or Calculations: Pr<l'Z., P27 P3:'"eO . ? Max. Design Pressure, from the specific product 1 approval system: I Deck: Type: 1IC 1 Gauge/Thickness: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Slope: f' /1-1 Anchor/Base Sheet & No. of Ply(s): Anchor/Baseet Fastener/Bonding Material: Insulation Base Layer. Base Insulation and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Siz- . d Thickness: yips astrer/Bgrl Sl eriar ay -zee -TT, �L� �y Y �/ Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Q Field: 7 "oc @ Lap, # Rows @ l " oc Perimeter: " oc @ Lap, # Rows if @ " oc Corner: 6 " oc @ Lap, # Rows 4 @ 4 " oc Number of Fasteners Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Dr: p Lei d—_—' �x3Zs4 1 Top Insulatio Fastener/Bonding Material: 1 1 1 1 1 Ply Sheet(s) & No. of Ply(s): FT. FT. Parapet Height 10' Base Sheet(s) & No. of Ply(s): �r9 rq $ Y7 5 1 ply BaseZ a :steer/Byn dipMatgr-ial: /4 I ` } vLca p17,4_4),(7-0P1,40, 9"c7.4pp;.1� Ply Sh� r/Boingi'ateiar ` ee dg eu� / Top Ply: 6gitF / 9s I�.C: r�P er c7vVr.:4!..) ,�P�y 7- 15.38 INTERNATIONAL CODE COUNCIL Mean Roof Height • FLORIDA BUILDING CODE —BUILDING, 5th EDITION (2014) _ Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P1: P1: Roof Slope: : 12 INTERNATIONAL CODE COUNCIL'' Deck Type: Type Underlayment: Insulation: Ridge Ventilation? Barrier: er Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. 1 Section E (Tile Calculations) 1 For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1:_ x X = ) - Mg: = Mr, Product Approval M, (P2: x? = ) - Mg: = Mr, _ Product Approval M, (P3: xX = ) - Mg: = Mr, Product Approval M, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M. *Must be Appeals. Mr required Mome esistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 .2 39.7 42.2 3:12 32.2 34.4 3 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30. 1.6 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 used in conjunction with a list of moment based tile ystems endorsed by the Broward County Board of Rules and For Uplift based tile systems use Method 3. Compar the valu=. 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, the ile att. chment method is acceptable. Method 3 "Uplift B. ed Tile Calculations Per RAS 127" (P1:_ x L _ = __ x w: = ) - W: x cos O = F„ Product Approval F. (P2:_xL=xw:=)-W:xcos 6=Fr, Product Approval F' (P3: x L = x w: = ) - W: x cos 0 = Fr, Product Approval F' 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 ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr 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 permi application. 15.40 INTERNATIONAL CODE COUNCIL FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 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 designated space indicates that the item has been explained. 2. P. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. 6/IF Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. OAF Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provide • .y .e necessary to : I overflow scuppers in accordance with the requirements of S- '•ns R4402, R4403 and R4413. caner/Agent's Signature Date 33V/vtIoS Si Property Address Revised on 7/9/2009 LD;07/01/2015; rac or Signature Date Permit Number DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 ws %«.miamidade.tto%7econom 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: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes. shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 1 of 31 Membrane Type: Deck Type 1I: Deck Description: System Type E(3): BUR Wood, Non Insulated Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. TOPCOAT FireOur Fire Barrier Coating, VersaShield' Fire -Resistant Slip Sheet or VersaShield' Solo'"` Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. GAFGLAS® #75 Base eet, Tri-Plyg #75 Base Sheet, Ruberoid' 20 Smooth or ` GAFGLAS Str in Nailable Base Sheet is secured as described below. Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps am;d 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: -45 psf. See General Limitation #7) Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec" AccuTracg Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Drill -Tee" #14 Fasteners and Drill-Tec" 3 in. Standard Steel Plates, Drill-TecT" AccuTrac " Flat Plates or Drill-Tec" 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Drill-Tec" #14 Fasteners and Drill-Tec'" 3 in. Standard Steel Plates, Drill-Tec'" AccuTrac`® Flat Plates or Drill-Tec'" 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) When optional cap sheet is present: Two or more plies of GAFGLASg Ply 4, Tri-PI in a full mopping of hot asphalt applied at 20-4 installation instructions. Fire Barrier: (optional) Anchor sheet: Fastening Option #1: Fastening Option #2: Fastening Option #3: Fastening Option #4: Fastening Option #5: Ply Sheet: MIAMI•DADE COUNTY APPROVED GLAS® Flex Ply 6 adhered stalled per manufacturer's When optional cap sheet is not present: Three or more plies of GAFGLAS® Ply 4, Tri-P1y® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 27 of 31 Cap Sheet: Surfacing: (Optional) GAFGL or GAFGLAS Ener asphalt applied at 20 — S® Mineral Surfaced Cap Sheet, T Cap`" Mineral Surfaced • -Ply® BUR Granule Cap Sheet eet adhered in a full mopping of hot ns a ed per manufacturer's installation instructions. 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 a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at, 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Above. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 28 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" DensDeckTM Roof Board or' 'A" 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 circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within 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 Professional Engineer, Registered 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 corner 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 corners). (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.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470USA "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gypsum DensDeck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gypsum DensDeck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6") in the Class A; B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" , "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for GI asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C-15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA" , "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt" . GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6" . "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.0 gal/sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS .roducts in any applicable Classification. 1. Deck: C-15/32lncline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6" , hot mopped. Surfacing: Gravel. 2. Deck: C-15/32lncline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6" . Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" . Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R" , 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C-15/32lncline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers Type G 1 "GAFGLAS Ply 4" or GAFGLAS Ply 6". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" . Ply Sheet: One or more layers Type G 1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 7. Deck: C-15/32lncline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C-15/32Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type G 1. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule). "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet", hot mopped. 9. Deck: NC Incline: 2 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base Sheet: One or more layers Type G2, "GAFGLASS #75 Base Sheet". Ply Sheet: One or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped.