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RF-03-22-824Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 04/11/2022 Location Address Parcel Number 1399 NE 103RD ST, Miami Shores, FL 33138 1132050300190 Contacts Permit NO.: RF-03-22-824 Permit Type: Roof Work Classification: Flat Permit Status: Approved Expiration: 10/11/2022 JAMES & LINDA MCCREADY Owner OBENOUR ROOFING SHEET METAL & Contractor SUPPLY CO. INC JAMES OBENOUR 9822 NE 2 AVE SUITE 9, MIAMI SHORES, FL 33138 Business: 3057572612 OBENOURROOFING@AOL.COM ........__......_..._.......... ................ .._......................._.........._.........__.............. ...... ....... .........._.....__................................__._.. _. Ins ectton Requests: Description: REROOF FLAT ROOF GAF 3 PLY BUILT UP ROOFING ! Valuation: $ 7,370.00 305 762 A949 i Total Sq Feet: 467.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.60 Roofing Fee $200.00 Scanning Fee (Manual) $9.00 Technology Fee $6.25 Total: $277.90 Payments Date Paid Amt Paid Total Fees $277.90 Check# 11264 03/31/2022 $50.00 Check # 11287 04/11/2022 $227.90 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionfird zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Sig ture: Owner / Applicant / Contractor / Agent Date April 11, 2022 Page 2 of 2 Miami Shores Village ENTERED Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC EEj-"kOOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS MAR 3 X 2022 BY: ._� FBC 20 z� Master Permit No. E - U '� 2-Z - 4cl 2-9 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 331-3 Folio/Parcel#: // - 3:IeJ = G 30 d 1 9° Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): P"en ig�Ef1A 5f Phone#:,3D.t = 3jf — �y& / Address: /3 Sri' AXF 14)f .J, City: Srm /1$S State: 40�—Z zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#:�'.f' Address::k.22 4,• r-. e City: _14 "P� i S V_o (1$ s State: GC zip: 3 3/ Y Y Qualifier Name: --lA4 9 e i Phone#: 3'�'J-74,of1- State Certification or Registration #: CCC p[)�-30 Certificate of Competency #: GG?TGo Cf� DESIGNER: Architect/Engineer: --- Phone#: Address: City: State: Zip: Value of Work for this Permit: $-' 73710, °` Square/Linear Footage of Work: `l % Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace //�� "�❑ Demolition Description of Work: 2r moo. "" L.� � r r= G•s-f 41 zliz Ye!/9 �.Gii✓e Specify color of color thru tile: 7,?x" cGsi14 Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $, (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2Z-j , I C) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State ME 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days a er the building permit is issued. In the absence of such posted notice, the inspection will nt be approv,fd and a reinspects a will be charged. Signature V Z Signature OWNEVckn T CONTRACTOR The foregoin instrument waedged before me this The fforegoing instrument was acknowledged before me this day of 20 C94?- by G/ f _ — day of �u'c'1� 20 by �/�Q/✓1 eS N` (!k"e/I1J,— , who is personally known to Jr-4.1 eS l) Ch&),,is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 141-1 Seal: NOTARY PUBLIC: Sign: Print: e"'A4 Seal: 1522 y►' CtITHERINEA. DUFi IN ! " MY COMMISSION n MH 089522 '• E%i�'i;,_S.Mly14,2025 ,•;1j 6�.' p,���,emu r,•q * i4' i. �M7pM sic. kakk ikI APPROVED BY Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 3 U �� 10050 NE 2"d Ave Miami Shores, FI 33138 Re: Owner's Name: J Ve e4 4 Property Address: / 3 `Ig %1% l 6.3 Is - Roofing Permit Number: Dear Building Official: I A ,-_S erc.A 4certify that I am not required to retrofit the roof 7all connections of my building ecause: e just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach Hof of ad valorem taxation. ❑ The building was con cted in compliance with the provisions of the Florida Building Code (F ) or e p isions of 1994 edition of the South Florida Building Code (1994 SFBC) i� tur Print Name of Floridg,,Miami Dade County The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the abov property mentioned. Sworn to and subscribed before ism ( day of ►' 20� `•o" Cf1�HE,;INaA, PUFFIN t Y COMMISSION # HH 089522 cXPIRt'3; May 1A, 2025 Notary Public, State of Florida at Large a: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 building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: http://bidg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01 142021 Owner affidavit of exemption Page 1 of 1 OMB Summary Report Property Information Folio: 11-3205-030-0190 Property Address: 1399 NE 103 ST Miami Shores, FL 33138-2623 Owner JAMES MCCREADY III &W LINDA Mailing Address 1399 NE 103 ST MIAMI SHORES, FL 33138-2623 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 3,832 Sq.Ft Living Area 2,848 Sq.Ft Adjusted Area 3,214 Sq.Ft Lot Size 9,720 Sq.Ft Year Built 1973 Assessment Information Year 2021 2020 2019 Land Value $367,338 $367,338 $367,338 Building Value $247,076 $249,085 $251,094 XF Value $26,153 $26,373 $26,592 Market Value $640,567 $642,796 $645,024 Assessed Value $410,368 $404,703 $395,605 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Cap Assessment Reduction $230,199 $238,093 $249,419 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 REPLAT OF TR B MIAMI SHORES BAY PARK ESTS PB 63-17 LOT 10 BLK 6 LOT SIZE 90.000 X 108 OR 19197-4883 07 2000 1 Generated On: 3/31/2022 Taxable Value Information 2021 2020 2019 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $360,368 $354,703 $345,605 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $385,368 $379,703 $370,605 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $360,368 $354,703 $345,605 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $360,368 $354,703 $345,605 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/01/2000 $350,000 19197-4883 Sales which are qualified 10/01/1979 $185,000 10557-1066 Sales which are qualified 06/01/1974 $135,000 00000-00000 Sales which are qualified 06/01/1973 $24,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initi,$ in the designated space indicates that the item has been explained. 1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are or tVeurpose of providing that the roof system meets the wind resistance and water instron performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreeme/between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck ay"fave be renailed in accordance with the current provisions of Section R4403. (The s`oof„deck i5/ sually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation bet en\n ighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roo , the roofing contractor and/or owner should notify the occupants of adjacent u is of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof Aeckican 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 acce Vtable.s provides the option of maintaining the appearance. 5.nding water: The current roof system and/or deck of the building may not S' drai `'we d may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. ReV01 142021 Owners roofing consideration Page 1 of 2 lage - LDING ;NoREs Miami0050 NE 2 Alve Miam�lShores, DEPARTMENT �P3 RT 8ENT 8. 305-795-2204 www.msvfl.gov 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that t, e ro f s not overloaded from a buildup of water. Perimeter/edge wall or other roof extensi n may b . ck this discharge if overflow scuppers (wall outlets) are not provided. It may be nece ary to install overflow scuppers in accordance with the requirements of Sect[ s 402, R4403 and R4413. 7. ' Ventilation: Most roof structures should have some ability to vent natural `flow through the interior of the structure assembly (the building itself). The existing amoVwhian ntilation shall not be reduced. It may be beneficial to consider additional ventresult in extending the service lifeof he roof. 4 O er/Ag nt' Signature Date Contractor Signature Date For rms and Applications click here: http://bidg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01 142021 Owners roofing consideration Page 2 of 2 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS BELOW: 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 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 Product Approval 5. Municipal Permit Application 6. Owner's Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing / Calculation Documentation Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section A (General Information) Master Permit Number: Process Number: BY:__ , Contractor's Name: Job Address: /3 51 it/F Lis S�� ��4f Ar4 IBLow Slope ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar / Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/ Shingles ❑ Wood Shingles / Shakes ROOF TYPE ❑ New Roof ❑ Repair ❑ Maintenance 10'."Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (ft2) 7 Steep Sloped Roof Area (ft2) To,'al (fZ2) G '7 Are there gas vents on the roof? O Yes e No If Yes what type? © Natural ® LPX Is there an existing roof top Solar System? ® Yes GIN-o If yes will it be reinstalled? ® Yes 0 No Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions9f elevated pressure zones and location of parapets. / G\\ • ,ctP`, �� tee NO W09k- rW ><I N Nye 3 N 3 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section C (Low Sloped Roof Systems) Fill in Specific Roof Assembly Components and Identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: 4'' A -- Product Approval# /9 --057/��' /J- Design Wind Pressures, from RAS 128 or Calculations: Zone 1': - 3i Zone 1: 44/ Zone 2: Sq Zone 3:- 1Ir Max. Design Pressure, from the specific product approval system: - J`Z,s' Deck Type: p I C>' Gauge / Thickness: S1 Slope: rc►l- r Anchor/ Base Sheet & No. of Ply(s): Anchor/ Base Sheet Fastener/ Bonding laterial: Insulation Base Layer: ,✓��- Base Insulation Size and Thickness: Base Insulation Fastener/ Bonding Material: Top Insulation Layer: &A-- Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 1�7 Base Sheet Fastener/ Bonding Material: 'may°��l Ply Sheet(s) and No. of Ply(s): Ply Sheet Fastener/ Bonding Material: Top Ply: 1'VO,CA1 LA,4 5 it f i Top Ply Fastener/ Bonding Material: Surfa Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1' G " oc @ Laps, # Rows @ L " oc Zone 1 u " oc @ Laps, # Rows @ " oc Zone 2 L " oc @ Laps # Rows @ Y " oc Zone 3 " oc @ Laps, # Rows @ y _" oc Number of Fasteners Per Insulatior g?.ard /4� Zone 1': Zone1: Zone 2: -c,ne 3: Illustrated Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, _'trippinh, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashir,g, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufactures Details that Comply with RAS 111 and Chapter 16. Par((apet Mean Root Height MIAMI-DADE MIAMI-DARE COUNTY LW TA� PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv 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 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 determinee. by Miami -Dane 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 Ruberoid®Modified Bitumen Roof System 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 otber,viie notoo herein. ` ` RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 15-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 1 of 67 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non -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 E(1): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOuf " Fire Barrier Coating, VersaShield' Fire -Resistant Roof Deck Protection, (optional) VersaShield' Solo'' Fire -Resistant Slip Sheet, DensDeck Roof Board, SECUROCK' Gypsum -Fiber Roof Board, or SECUROCK Glass -Mat Roof Board. Base 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, GAFGLAS® Option #1: #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 18" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier ; (Maximum Design Pressure —45 psf. See General Limitation tT) ` Fastening GAFGLAS Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS' FlexPly'" 6, GAFGLAS® Option #2: #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base sheets attache4,to ; deck with Drill-Tec'' #12 Fastener or Drill-Tec'°° #14 Fastener ,.rc"�1r;.11-Tec'"' 3"I Steel Plate, Drill-Tec'T' AccuTrac' Flat Plate or Drill-Tec" AccaTrac" Recessed ` ` Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. Tl-e A )ther rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure-45 psf. See General Limitation Fastening GAFGLAS FlexPly'' 6, GAFGLAS' #75 Base Sheet, Tri-Ply® #75 Base Sleet or Option #3: any of above base 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. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening GAFGLAS' #75 Base Sheet, Tri-Ply® 475 Base Sheet or any of above base sheets Option #4: attached to deck with Drill-Tec`' #12 Fastener or Drill-Tec`"' #14 Fastener and Drill - Tee' 3" Steel Plate, Drill-Tec' AccuTracl Flat Plate or Drill -Tee'' 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 —45 psf. See General Limitation #9) Fastening GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® 20 Smooth, Ruberoid' Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill -Tee' 3" Steel Plate at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 18-0919.12 CMIAMIiIDADE COuN Y Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 51 of 67 Fastening GAFGLAS" #75 Base Sheet, Tri-Plyl #75 Base Sheet or any of above base sheets Option #6: attached to deck with Drill-Tec' #12 Fastener or Drill-Tec'" #14 Fastener and Drill - Tee' 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) Ply Sheet: (Optional) One or more plies GAFGLAS' Ply 4, Tri-Ply" Ply 4 Ply Sheet, GAFGLAS" F1exPly'T' 6, GAFGLASI #80 Ultima7 Base Sheet, Ruberoid' Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid' 20 Smooth sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of 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' 20 Smooth, Ruberoid® 30 Granule, Ruberoid' EnergyCap' 30 Granule FR, Ruberoid' 30 Granule FR, Ruberoid 30 Plus Granule FR, or Ruberoid' Mop Plus Granule FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5,' Ruberoid® Mop Plus Smooth, Ruberoid' Mop Granule, Tri-Ply` ' SBS Granule Cap Sheet, Intec Flex PRF, , Ruberoid Mop Granule FR, Ruberoid Mop PkIis ° < Granule, Ruberoid® 20 Smooth, Ruberoid 30 Granule, Ruberoid' 1 nergyCaV' 50 Granule FR, Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, or o ° O °' ° ° .0 CI0 0 0 0 0 0 Ruberoid" Mop Plus Granule FR adhered in MatrixTM 102 SBS Membrane Adlbesive ° ° . ° at an application rate of 1-2 gal./sq. C C 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 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 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 at a rate of 20-40 lbs./sq. 3. TOPCOAT" Surface Seal SB or United Coatings'' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT® MB Plus or United Coatings" Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT' Membrane or United Coatings" Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 18-0919.12 MIAMI•DADE COUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 52 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'/4" DensDeck' Roof Board or'/z" 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 side lap and one down the center of the sheet al.0wing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6,' brr.a� shall be , placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall beat a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be liTktfq,to a maximum design pressure of -45 psf. � : < < , 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') Value 6f 275 lbf., as tested in compliance with Testing Application Standard TAS 105. if tl�-fasten. value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.' 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane uitachment is based on a minimum fastener resistance value in conjunction with the maximum design value listef within a specific system. Should the fastener resistance be less than that required, as daefmtned by the , Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Regis*efed ` 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 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 49 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 I I I 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 corners). 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.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 67 of 67 1 /26/2021 U L Product i QTM TGFU.R1306 - Roofing Systems I UL Product iQ CJ TGFUR1306 - Roofing Systems Note: We are enhancing our systems and you may notice missing/outdated data. During this interim period, please refer to your Certificate of Compliance or contact our Customer Service at h ttps://www. ul. com/about/locations. Roofing Systems See General Information for Roofing_ystems GAF °° 4 1 R130b 1 CAMPUS DR ,. ccooec PARSIPPANY, NJ 07054 USA ° , , cocoo "RUBEROIDO 20 Smooth" or "RUBEROIDO Mop Smooth" or "RUBEROIDO Mop Smooth'.5" may be utilised as an' alternate to Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLASO #80 UItimaT"I BasE ° Sheet" base sheets in any of the following Classifications. . 4 0 0 0 0 Torch applied "RUBEROIDO HW" SBS roofing membranes may be used as alternates to "RUDEROIDO Mop" SBS: ° ° • � roofing membranes in any applicable Classification as follows: A. "RUBEROIDO HW Smooth" may be used as an alternate to "RUBEROIDO Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" B. TUBEROIDO HW 25 Smooth" may be used as an alternate to TUBEROIDO 20 Smooth" C. TUBEROIDO HW Granule" may be used as an alternate to TUBEROIDO Mop Granule" D. "RUBEROIDO HW Plus Granule" may be used as an alternate to TUBEROIDO Mop Plus Granule" E. "Ruberoid0 HW Granule FR" may be used as an alternate to "Ruberoid0 Mop Granule FR" F. "RUBEROIDO HW Plus Granule FR" may be used as an alternate to "RUBEROIDO Mop Plus Granule FR" G. "RUBEROIDO EnergyCap HW Plus Granule FR" may be used as an alternate to "RUBEROIDO EnergyCap Mop Plus Granule FR" https://iq.ulprospector.com/en/profile?e=148955 1 /101 1 /26/2021 TGFU.R1306 - Roofing Systems I UL Product iQ Class A 1. Deck: C-15/32 Incline: 3 Barrier Board (Optional): — One or more layers of minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard", "DensDeck@ DuraGuardT"I Roofboard"; or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Primer (Optional): — Asphalt primer complying with ASTM D41/D41M, applied at a rate of 0.75 - 1.0 gal./100-ft.2, GAF SA Primer applied at 0.7 -1.0 gal./100-ft.2, "EverGuardO TPO Quick Spray Adhesive LV50" spray applied in full coverage to the barrier board (approximately 2000-ft.2 of installed coverage per 27-lb. canister) or "EverGuard@ TPO Quick Spray Adhesive" spray applied in full coverage to the barrier board (approximately 2000-ft2 of installed coverage per 30-lb. canister). Vapor Barrier (Optional): — One or more plies "GAF@ SA Vapor Retarder", "GAF SA Vapor Retarder XL" or "GAF SA Vapor Retarder XL40", self -adhered. Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanu rate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fi ber/polyisocya nu rate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS@ Ply 4", "Tri-Ply@ Ply 4", "GAFGLAS@ Flex Ply 6", "GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Surfacing: — Roofing gravel applied at a minimum of 400-lbs./100-ft.2 and embedded into a flood coat or hot roofing asphalt applied at a minimum of 60-lbs./100-ft.2. 2. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ Dur�.GuardTM' Roofboard" cr minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) o, "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocya nu rate or urethane or perl ite/polyi socya n u rate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapl Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTM' Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. ; Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLASO Flex Ply 6", "GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot https:lliq.ulprospector.com/en/profile?e=148955 4/101 1/26/2021 TGFU.R1306 - Roofing Systems I UL Product 1U insulation adhesive. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or "DensDeckO Prime Roofboard" or "DensDeckO DuraGuardTM' Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with buttjoints in the barrier board products staggered a minimum of 6-in, from plywood deck joints. Base Sheet: — One ply "GAFGLASO Stratavent@ Nailable Venting Base Sheet" or "GAFGLASO Stratavent@ Perforated Venting Base Sheet", loose laid or Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLASO #80 Ultima"m Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet: — One or two plies "RUBEROIDO Mop Smooth" or "RUBEROID@ Mop Plus Smooth" fully adhered with hot roofing asphalt. Membrane: — "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-PlyO BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: -- "United Coatings' TOPCOATO EnergyCotel Roof Coating" or "TOPCOATO MB Plus Coating" or "United CoatingsT"' 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 G2 "GAFGLASO #75 Base Sheet" or "Tri-PlyO 4.'75 Buse Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanu rate, mechanically fastened or hot mopped or adhered with OM17 ir,c. "OlyRno6 Fastenino System" or any UL Classified insulation adhesive. Base Sheet: — One or more plies "RUBEROIDO 20 Smooth", "Ruberoid@ 20 Plvs Smooth" or "RUBEROIDO HW 25 Smooth", mechanically fastened or fully adhered with not roofing asp'oalt. Cap Sheet: - Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply.7 6UR Granule Cap S:13zt" or "GAFGLASO EnergyCap`"' 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 "DensDeck@ Roofboard" or "DensDeckO Prime Roofboard" or "DensDeck@ DuraGuardl Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyan u rate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two plies Type G1 "GAFGLASO Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLASO Flex Ply 6", "GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M" or one ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri-PlyO #75 Base Sheet" or "GAFGLASO #80 Ultimall Base Sheet" mechanically fastened or fully adhered with hot roofing asphalt or one ply Type G2 "GAFGLASO Stratavent0 Nailable Venting Base Sheet" or "GAFGLASO Stratavent@ Perforated Venting Base Sheet" loose laid, mechanically fastened or fully adhered. Ply Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri-PlyO Ply 4" or "GAFGLASO Flex Ply 6", "GAFGLAS Ply 4 M", "GAFGLAS FlexPly 6 M", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-PlyO BUR Granule Cap Sheet" or "GAFGLASO EnergyCapl Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 11 https://Iq. u 1prospector.comien/profile?e=148955