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RF-19-764Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 10400 NW 2ND AVE, Miami Shores, FL 33150 1121360161070 Contacts Permit NO.: RF-04-19-764 Permit Type: Roof Work Classification: Flat Permit Status: Approved Expiration: 10/07/2019 BENNY RIVERA Owner HIGH & DRY ROOFING Contractor 10400 2 AVE, MIAMI SHORES, FL 331501226 GUSTAVO LUCERO Business:3055423194 HIGHANDDRYROOFING@COMCAST.NE Other: 3055423194 T Inspection Requests: Description: RE -ROOF FLAT ROOF Valuation: $ 21,800.00 Inspection R Total Sq Feet: 2,400.00 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 $9.00 Technology Fee $7.50 Total: $341.60 Building Department Copy Payments Date Paid Amt Paid Total Fees $341.60 Credit Card 04/09/2019 $341.60 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, MECHF�IICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing tation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorirf�To above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date April 09, 2019 Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. I 4 � I MTAX FOLIO NO. � ��I��'y'� � 167D STATE OF FLORIDA. COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: 3. Owner(s) name and address: ( 12" A! 7 V:% Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: GL'1T_�W.11= OR FK. '�14,37 F3 1608 (1F'3s) RECORDED ii4/1'/2019 HARVE Y RUV IN Y CLEF,'!`, i iE +.OUR.T FLOR11,p Space above reserved for use of recording office N'" icmu) uw 'Zo Av,e V.k i 5. Surety: (Payment bond required by owner from contractor, if ariy)-� Name, address and phone number: Amount of bond $'� 6. Lender's,name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, y \ Name, address and phone number: 'v Ik 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. ` Name, address and phone number: N 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF ("LORM, CQUKfY OF DADE f Signatures) of Owners) or Owner(s)' Authorized Officer/Director/Partner/M it CERrI Fy thaA16 S 17 °�a �� N Prepared By Prepared*"Wdftin tMs Print Name Print Name A D 20-1-k AM Title/Office Title/Offi^ inr �wn.R STATE OF FLORIDA HA RVEY D.C. COUNTY OF MIAMI-DADE ey The f ' g inst nt was ac owledged before me this & day of ' By '21 In Ivl uall , r Ll as for "V Personally known, or ❑ produced the following type of identification: _ Signature of Notary Public: i Print Name: (SEAL) Jessica Menendez VERIFICATION PURSUANT TO SECTION 92,525, FLORIDA STATUTES �� 4F Commission f GG161407 Under penalties of perjury, I declare that I have read the foregoing and Expires: November 16, 2021 that the facts stated in it are true, to the best of my knowledge and belief. %mocc Bonded thr i Aaron Notary Signatur s f Owner r Owner(s)'s Authorized Oricer/Director/Partner/Manager who signed above: By t� 07.62 PA(iE3 7 psny\y ��p_(� BUILDING PERMIT APPLICATION 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 RECEIVED AP_R 0 g 1019 41 FBC 20E-k Master Permit No. P r 1 q — -:iV-A Sub Permit No. ❑BUILDING ❑ ELECTRIC IN ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 'y I0D ,"y" 2Y-6 KVL' City: Miami Shores r� County: Miami Dade Zip: �31JV Folio/Parcel#: t I'2( RQ — b � (U "1 -7 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple`` Titleholder): &e ny"\i �tVe (--Ck Phone#: Address: 1 0y1W ®1�� Ty-% ► RVe-. � City: %'0LVV'-1 S\(\(iF41?5 State: Ft, Zip:33tS(� Tenant/Lessee Name: Email CONTRACTOR: Company Name: k- C Wj-- `2T Address: I -b caw m& ~�ti� " City: l CLM k State: �L Zip: 991 / a Qualifier Name: Cuts &\ID �L�� Phone#: 30S 5-q?-e3lq State Certification or Registration #: CCC 1?j�`�23 Certificate of Competency #: DESIGNER: Architect/Engineer: I ` 11\ Phone#: Address: City: State: Zip: Value of Work for this Permit:.$ gW Square/Linear Footage of Work: 1rAl erati ❑�R�;epair/Reple, Type ofWork+ ❑ Additons Demolition Description of Work: ccN cop-� Specify color of color thru tile:, Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ 1500 TOTAL FEE NOW DUE $ �' ' (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City - State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City r L.I State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued n the absence of such posted notice, the inspection will not be_aWroved and a reinspection fee will be charged. Signatur Signature��° WNER or AGENT CONTRACTOR The fXclayof ng instrument was acknowledged before me this 20 by & W IQJVW(ol_ , who' personall k n to me or who has produced The foregoing instrument was acknowledged before me this VA day of AO 20 by l�L Lt( "VQ W C(flY who i ersonally known as me or who has produced identification and who did to�ean oath Jessica Menendez NOTARY PUBLIC: Commission 4 GG161407 Expires: November 16, 2021 -a� Bonded thri, Aaron Notary Print: v 1"I UX Seal: as identification and who did t#g an oath ,tessice Menendez NOTARY PUBLIC: j`Commission # GG161407 =` "= Expires: November 16, 2021 ...... P Banded thrl Aaron Notary Sign ' ^ /1tfA Print: Seal: *•s****************r**��****r *s g** y:**s::sssss******�**:**s*s*ss:**rss�*********rr*****Q**:*:**s*s:**ss**ss APPROVED BY �l Plans Examiner ! l f Zoning Structural Review Clerk (Revised02/24/2014) 4/8/2019 Property Search Application - Miami -Dade OFFICE County zPERTY APPRAISER ..�. Summary Report Property Information Folio: 11-2136-016-1070 Property Address: 10400 NW 2 AVE Miami Shores, FL 33150-1226 Owner BENNY R RIVERA GISELLE RIVERA Mailing Address 10400 NW 2 AVE MIAMI, FL 33150-1226 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,896 Sq.Ft Living Area 1,141 Sq.Ft Adjusted Area 1,541 Sq.Ft Lot Size 8,125 Sq.Ft Year Built 11950 Assessment Information Year 2018 2017 2016 Land Value $174,850 $174,850 $146,250 Building Value $107,254 $107,254 $107,254 XF Value $354 $360 $366 Market Value $282,458 $282,464 $253,870 Assessed Value $95,488 $93,524 $91,601 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $186,970 $188,940 $162,269 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $0 $0 $0 Tot Disabled Vet Exemption 1 $70,4881 $68,524 $66,601 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description WEST MIAMI SHORES SEC B PB 46-35 LOT 4 BLK 10 LOT SIZE 65.000 X 125 OR 11036-1666 0381 1 Generated On : 4/8/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $95,4881 $93,5241 $91,601 Taxable Value 1$0 1$0 $0 School Board Exemption Value 1 $95,488 $93,5241 $91,601 Taxable Value 1$0 $0 $0 City Exemption Value 1 $95,488 $93,524 $91,601 Taxable Value $0 $0 $0 Regional Exemption Value 1 $95,4881 $93,5241 $91,601 Taxable Value 1$0 $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Description 03/01 /1981 $60,000 11036-1660 Sales which are qualified 12/01/1976 $39,000 00000-00000 Sales which are qualified 08/01 /1974 $42,400 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 httpJ/www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date:-0410ghq 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: _ ►XIAWIJ I4 wEf, Property Address: I N CO W Roofing Permit Number: Dear Building Offici�� I �t:vi � r�'C��r� certify that I am not required to retrofit the roof to wall connections of my building because: k 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) Signatu e State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of ! q ,Q�V ¢U� Jessica Menendez ; W A r; `= Commission +! GG1614.07 Notary Public, Sate of Florida at Large — J. - -Expires: November 16, 2G21 _,r �► -` Bonded thni Aaron Notan • 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. Revised on 5/21/2009 r_ j High & Dry Roofing Contractors Inc. Licensed & Insured 11720 SW 11311 Court CCC1329237 Miami, FL. 33176 Date: 04/08/2019 State of Florida County of Miami -Dade Before me this day personally appeared �V who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at:10400 NW 2"d Ave. Miami Shores ,FL. 33150 IV\ y�' ` Sworn to (or affirmed) and subscribed before me this day of i Q �je6 .20ff, by — 0 u5ftvo Lu -e.1-0. a v a - coervendez met sica ssion�# G 161407 *= Expires: November 16, 2021 Bonded thrn Aaipn Notary Personally know Y OR Produced Identification Type of Identification Produced a&VACK - J,. H-erl1°ide& Print, Type, or mp Name of Notary Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner -Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. _. Signature. Owner State of Florida County of Miami -Dade 441 The foregoing was acknowledge before me this day of 20. By. ►%�� ) U (0_) who is ersonally known o me or has produced as identification. �� Jessica Menendez Ql� �� Commission i GG161407 Notary: '* "_ Expires: November 16, 2021 SEAL: %�Fo��1��.` Bonded nI Aaron Nofary 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• 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• 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. s• Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloa ed from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided t may be necessary to install overflow scuppers in accordance with the requirements of Sections 44 2, R4403 and R4413. 9 bq Ordll9 40nWA9 nt's Signature Date Contrac or Signature Date 164b6 I �j 2h4 five, Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number - fVE® ROOFASSEMB OFTRL URES Florida Building Code 5th Edition (2014 i 1 High -Velocity Hurricane Zone Uniform Permit Application ' 1 1 Section A (General Information) 1 Master Permit No. Process No. 1 1 11 Contractor's Name 4 Vic, 1 Job Address W W Zwt �, . '.... .6.01,. 4 .. ROOF CATEGORY 0 • •: 6' ' • •' ""r' Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive SetT 41ea • •` 0 • A� sp— haltic Shingles ❑ Metal Panel/Shin les • • • • • • 9 ❑ Wood Vi • • • •� Tgi es/Shakes ❑ Prescriptive BUR-RAS 150 • • • • • .00. • • • • � �� ROOF TYPE ...... . .� ❑ New roof ❑ Repair ❑ Maintenance Reroofipo_ • �] Reoove191x� -- • •r ROOF SYSTEM INFORMATION • • • • 4 • N� Low Slope Roof Area (SF) �i 4W /• Steep Sloped Roof AREA (SSF)� Total (SF)`I0L • • • • • 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- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 1 F 1 1 r 1 - -L FLORIDA BUILDING CODE —BUILDING, 5th EDITION (2014) �$ 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. Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as'NA7 System Manufacturer. GAF MATERIALS CORP Field: 8 ' oc @ Lap, # Rows 2 @ 8 ' oc 18-0919.12 Perimeter. 6 " oc @ Lap, # Rows 4 @ 6 " oc NOA No.: Comer. 6 . oc @ Lap, # Rows 4 @ 6 * oc Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 42.8 Pmax2: 71.7 Pmax3: 108.0 Max Design Pressure, From the Specific NOA -45 System: Deck: PLYWOOD Type: Gauge/Thickness: 5/8" Slope: 1 /8":12 Anchor/Base Sheet & No. of Ply(s):1 PLY 75# BASE Anchor/Base Sheet Fastener/Bonding Material: S R insulation Base Layer: Base Insulation Size and Thickness: 1.5 4X4 Base Hbuf aiWgAf eperBonding Material: Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A 1 PLY PERFORATED STRATAVENT Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: LOOSE LAID Ply Sheet(s).& No. of Ply(s): 1 PLY RUBEROID 20 Ply Sheet Fastener/Bonding Material: HOT ASPHALT Top Ply. GAF RUBEROID MOP FR Top Ply Fastener/ Bonding Material: HOT ASPHALT Surfacing: N/A Number of Fasteners Per Insulation Board NIA Field Perimeter Comer _J r • • • • Illustrate Components Noted and • • • • Details as Applicable: • • •; • • • • • • Woodblocking, Gutter, Edgb• • •1 &urination " Stripping, Flashing, Continuous• Cl@at, Q9ttr • • Strip, Base Flashing, Countile • Flashing 15 • Coping, Etc. • • : • • : ; .00. Indicate: Mean Roof Height, 'Parapet Height,• • Height of Base Flashing, Com )b1hPbt Material Material Thickness, Fastener •Type' Fastjggr•; • Spacing or Submit Manufactuters•D#tails that Comply with RAS 111 and Chaptht 16! .00. ... FT. 0 GAF RUBEROID MOP FIR 3X3 DRIP 26 GA GALV Parapet RUBEROID20Height PERFORATE D STRATAVENT am PLYWOOD MIN 5/8" Mean Roof Height 2x4 pt woodd nailer fastened Q 8" ox staggered with 812 deck fasteners ROOFING SYSTEMS I UL Product iQ Page 1 of 1 20. Deck: C-15/32 I cline: 1 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" mechanically fastened. Insulation (Options : — Any thickness or corn ination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One oar more nli ° s-B BEROID® 20 Smooth', "Ruberoid® 20 Plus Smooth" or "RUBEROID® HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet"�r "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapT"° Mineral -Surfaced Cap Sheet". . . .... ...... ...... .... ....% .... .... . . .... .... ..... .. .. .... ...... . . . . ...... •• • • •• . . https://iq.ulprospector.com/en/profile?e=148955 4/8/2019 MIAMI. ADE MIAMI-DADE COUNTY am 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.miainidade.eov/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 MiamiD� JountyRFA; • • •, • Product Control Section to be used in Miami Dade County and other areas where al4w"y the..:. . •� •;. Authority Having Jurisdiction (AHJ). ...... ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade- eh#y Product • • • • Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami vjtjt g County) 0 0 00000 reserve the right to have this product or material tested for quality assurance purpos" If gTis pros UCt9f 000000 material fails to perform in the accepted manner, the manufacturer will incur the expanee.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 determinQd byeViamijDade : * • 0 •: County Product Control Section that this product or material fails to meet the requiretnoent? of the . •'. . applicable building code. 0000 '•• 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 otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. l 5-1020.01 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 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product .... ...... Product Dimensions Specification Deslijon • • • • • GAFGLAS® Ply 4 39.37" ASTM D2178 ...... .... Smooth surfaced ; *l**tic ply sheet ...... (1 meter) Wide reinforced with fibQWg ass mat. ,,,, ;••••; Tri-Ply® Ply 4 Ply Sheet 39.37" ASTM D2178 Smooth surfaced aipf"fic ply'sheet, ..... (1 meter) Wide reinforced with fibelos s mat A • • • • • •.. GAFGLAS® 39.37" ASTM D2178 Smooth surfaced aSpfMtic ply steer • • • • • • FlexP1yT" 6 (1 meter) Wide reinforced with fiNf4ft:s mat. . . . . •, GAFGLAS® #75 Base Sheet 39.37" ASTM D4601 Smooth asphalticbasgo* base,=ply ket ...... • (1 meter) Wide reinforced with fibtfglaSs mat; ,••, ...... • Tri-Ply® #75 Base Sheet 39.37" ASTM D4601 Smooth asphaltic base or base/ply%?ieet (1 meter) Wide reinforced with fiberglass mat. GAFGLAS® #80 UltimaT Base 39.37" ASTM D4601 Smooth asphaltic base or base/ply sheet Sheet (1 meter) Wide reinforced with fiberglass mat. GAFGLAS® Stratavent® 39.37" ASTM D4897 Smooth surfaced asphaltic perforated Perforated Venting Base Sheet (1 meter) Wide venting base sheet reinforced with fiberglass mat. GAFGLAS® Stratavent® 39.37" ASTM D4897 Smooth surfaced asphaltic nailable venting Nailable Venting Base Sheet (1 meter) Wide base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. Ruberoid® HW 25 Smooth 39.37" ASTM D6163 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a fiberglass mat. Ruberoid® HW Smooth 39.37" ASTM D6164 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a polyester mat. Ruberoid® HW Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Granule FR 39.37" ASTM D6164 Fire retardant granule surfaced heat- (1 meter) Wide welded SBS cap sheet reinforced with a , polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced torch FR (1 meter) Wide applied SBS cap sheet reinforced with a polyester mat. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 2 of 67 Test Product Product Dimensions Specification Description Ruberoid® EnergyCapT" HW 1 meter ASTM D6164 Fire retardant granule surfaced heat - Plus Granule FR (39.37") Wide welded SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCote'" Elastomeric Coating. Ruberoid® Torch Smooth 39.37" ASTM D6222 Smooth surfaced torch applied APP base (1 meter) Wide or ply sheet reinforced with a polyester mat. Tri-Ply® APP Smooth 39.37" ASTM D6222 Smooth surfaced torch applied.APIPQap, Membrane (1 meter) Wide base or ply sheet re}gforT ed wit)•i • polyester mat. .... ...... Ruberoid® Torch Granule 39.37" ASTM D6222 Granule surfaced torcii.applied ARC' cap (1 meter) Wide sheet reinforced �kke polyeste-rnua� Tri-Ply® APP Granule Cap 39.37" ASTM D6222 Granule surfaced taittrapplied 1A444 cap Sheet (1 meter) Wide sheet reinforced 9it YAolyes*�rjA% .. .. .... Ruberoid® Torch Plus Granule 39.37" ASTM D6222 Fire retardant gramn IiL rfaced torch FR (1 meter) Wide applied APP cap Sheet reinforjq, y4i a polyester mat.. : .'. • Ruberoid® EnergyCapT" 39.37" ASTM D6222 Fire retardant granu% surfaced torch. Torch Plus Granule FR (1 meter) Wide applied APP cap sheet reinforce a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteT" Elastomeric Coating. Ruberoid® EnergyCapT" 39.37" ASTM D6222 Fire retardant granule surfaced torch Torch Granule FR (1 meter) Wide applied APP cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteT" Elastomeric Coating. Ruberoid® 20 Smooth 39.37" ASTM D6,163 SBS polymer -modified asphalt base or ply (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid® 30 Granule 39.37" ASTM D6163 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid® 30 Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid® 30 Plus Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid® Mop Granule 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Tri-Ply® SBS Granule Cap 39.37" ASTM D6164 Granule surfaced mop applied SBS cap Sheet (1 meter) Wide sheet reinforced with a polyester mat. Intec Flex PRF 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid® Mop Smooth 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (1 meter) Wide sheet reinforced with a polyester mat. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 3 of 67 Product Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid® Mop Plus Granule Ruberoid® Mop Plus Granule FR Ruberoid® EnergyCap' Mop Plus Granule FR Ruberoid® Mop Granule FR Ruberoid® EnergyCap— 30 Granule FR I GAFGLAS® Mineral -Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet GAFGLAS® EnergyCap— Mineral-Surfaced Cap Sheet TOPCOAT® Membrane United Coatings' Roof Mate TCM Coating TOPCOAT® Surface Seal SB United CoatingsT" Surface Seal SB Roof Coating TOPCOAT® MB Plus United Coatings' Roof Mate MB Plus Coating Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 1, 5 or 55 gallons 1,5or55 Gallons 5 or 55 gallons Test Product Specification Description ASTM D6164 Smooth surfaced mop applied SBS base sheet reinforced with a polyester mat. ASTM D6164 Smooth surfaced mop applied SBS base or ply sheet reinforced with a polyester mat. ASTM D6164 Granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. ASTM D6164 Fire retardant granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. ASTM D6sl64 . . .... Fire retardant gra�v l •surfaced mop.. ...... . applied SBS cap sjVpj gginforc;�; yith a • • • polyester mat. 044w4 is factorx coated with TOPCOAT® BnargyCote�....• :""; Elastomeric Coating. • • • • • • • • • • • ASTM D6164 Fire retardant graiMLIrA rfaced;mpr • • • • . applied SBS cap s'hee? TeinforcetMTth a polyester mat. - ASTM D6163 Fire retardant granule % rfacecl rnap%• • applied SBS cap MwT rCinforWd }iith a ; • • • •; fiberglass mat. Cap sheet is factorayeeoated with TOPCOAT® EnergyCote' Elastomeric Coating. ASTM D3909 Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. ASTM D3909 Granule surfaced asphaltic cap sheet reinforced with a fiberglass mat. ASTM D3909 Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT® EnergyCote' Elastomeric Coating. ASTM D6083 Water based elastomeric coating. ASTM D6083 ASTM D6083 5 or 55 Gallons ASTM D6083 5 or 55 gallons 5 or 55 Gallons Proprietary Proprietary Water -based elastomeric coating Solvent based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Solvent -based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Water based, low VOC primer used to block asphalt bleed -through. Water based, low VOC primer designed to block asphalt bleed -through. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 4 of 67 Test Product Product Dimensions Specification Description FireOutT" Fire Barrier Coating 5 or 55 gallons Proprietary Low VOC, water -based fire barrier coating. Flex SealT" 1, 5 gallons TAS 139 Solvent -based elastomeric sealant. or 1 qt. tube VersaShield® Fire -Resistant 12" x 100' rolls ASTM D226 Non -asphaltic fiberglass -based Roof Deck Protection underlayment and /or fire barrier. VersaShield® SoloT" Fire- 42" roll wide, ASTM D146, Non -asphaltic, fire resistant fiberglass Resistant Slip Sheet 100 ft. D828, D4869, underlayment **so D6757 .•.. Matrix— 102 SBS Membrane 3, 5 or 55 gallons ASTM D3019 Fiber reinforced rubberited cold-ppptied Adhesive adhesive for modfft(!ct 6Rumerf fdd'f systems. •• •• •••• APPROVED INSULATIONS: • so Table 2 o•..... Product Name • Product Description • MaAufactVrgr• • (With Current MA) EnergyGuardT" Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardT" Tapered Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardT" RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardT" RH Polyiso Insulation Polyisocyanurate-foam insulation GAF EnergyGuardT" RE Tapered Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuardT" RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardT" Perlite Recover Board Perlite recover board GAF EnergyGuardT" Perlite Roof Insulation Perlite insulation board GAF EnergyGuardT" RA Composite Polyiso Polyisocyanurate-foam insulation GAF Insulation with high density fiberboard or permalite Structodek® High Density Fiberboard Roof High density fiberboard Blue Ridge Fiberboard, Inc. Insulation SECUROCK® Gypsum -Fiber Roof Board Gypsum board United States Gypsum Corp. SECUROCK® Glass -Mat Roof Board Gypsum board United States Gypsum Corp. DensDeck® Roof Board Gypsum board Georgia-Pacific DensDeck® Prime Roof Board Gypsum board Georgia-Pacific NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 5 of 67 .00000 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-TecT" #12 Fastener Phillips head, modified #12 x 8" GAF buttress thread, pinch Max. Length point, carbon steel fastener 43 Phillips for use in steel or wood head. decks. With CR-10 coating. Available with a . • •". pinch point or drill point. . . .... ...... • 2. Drill-TecT" #14 Fastener Truss head, self -drilling, 414 x 16" •••••, GAt•;,•• point, high thread Max. Length ...:.o :*see: fastener for use in steel, #3 Phillips .000 .... wood or concrete decks. head. • • • • • • • • 00000 3. Drill-TecT" XHD Fastener Truss head, self -drilling, # 15 x 16" • •; • •; GAS' .00. • •' • • • pinch point, high thread Max. Length .. .. •••• •••••• fastener for use in wood or #3 Phillips steel decks. Carbon steel head. . . . . • • • • • • ...... extra heavy duty fastener .. .. :Goes: used in steel decks. •.:..' 4. Drill-TecT" 3" Steel Plate Round Galvalume® steel 3" Round GAF stress plate with reinforcing ribs and recessed for use with Drill- TecT" fasteners. 5. Drill-TecT`' 3" Standard Galvalume® coated steel 3" Round GAF Steel Plate stress plate for use with approved Drill-TecT" fasteners. 6. Drill-TecT" ASAP 3S Drill-TecT" #12 fastener 412 x 8" GAF with Drill-TecT" 3" Max. Length Standard Steel Plate. #3 Phillips head with 3" Round plate 7. Drill-TecT" AccuTrac® Flat A2-SS aluminized steel 3" square; GAF Plate plate for use with Drill- .017" thick TecT" fasteners. 8. Drill-TecT" AccuTrac® Galvalume® steel plate 3" square; GAF Recessed Plate with recess for use with .017" thick. Drill-TecT" fasteners. 9. Drill-TecT" 3 in. Ribbed Round Galvalume® plated 3" Round GAF Galvalume Plate (Flat) steel stress plate with reinforcing ribs for use with Drill-TecT" fasteners. NOA No.: 18-0919.12 MIAMI•DADECOUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 6 of 67 EVIDENCE SUBMITTED: - Test Azency Test Identifier Description FM Approvals 3001276 FMRC 4470 3010215 FMRC 4470 3029832 FMRC 4470 3036980 FMRC 4470 3034312 FMRC 4470 3040738 FMRC 4470 3042887 FMRC 4470 3046081 FMRC 4470 3043633 FMRC 4470 1 B9A8.AM FMRC 4470 3139QLAM FMRC 4470 3D4Q2.AM FMRC 4470 OD 1 A8.AM FMRC 4470 797-03221-267 FMRC 4470- 797-10228-267 FMRC 4470 797-04694-267 FMRC 4470 797-03825-267 FMRC 4470 RR203450 FMRC 4470 FM Letter FMRC 4470 FM Letter FMRC 4470 UL LLC R1306 UL 790 IRT-ARCON Inc. 02-005 TAS 114-J 02-014 TAS 114-J Trinity I ERD C8500SC.11.07 ASTM D6862 G30250.02.10-2 ASTM D6222 G30250.02.10-3-R2 ASTM D3909 G31360.03.10 ASTM D6164 G32520.06.11 ASTM D1876 G33470.01.11 ASTM D6164 G34140.04.11-2 ASTM D6163 G34140.04.11-4-R2 ASTM D4601 G34140.04.11-5-R3 ASTM D4897 G36780.07.11-R1 TAS 114-J G40620.07.12-2 ASTM D6222 G40630.01.14-1 ASTM D6163 G40630.01.14-2A ASTM D5147 G40630.01.14-2A-1-R1 ASTM D6164 G40630.01.14-213-R1 ASTM D6164 G40630.01.14-2C ASTM D6164 G40630.03.14 ASTM D5147 G43190.03.14-1 ASTM D5147 G43190.03.14-2 ASTM D5147 G43190.05.14-R1 ASTM D5147 G43610.01.14 ASTM D5147 Date 01 /28/99 03/01 /01 05/1 l /07 08/14/09 04/09/09 05/18/12 11/14416 02/113F" 01/20:r?' OM 4i97 01 /08/68 04/SQ* * • 04/01 /91$ 091N:44 01/151) 5 06/:;(Q2. 07/14/08 121b44f;- 04/11/13 09/15/15 08/21/18 07/ 19/04 04/08/02 11 /30/07 11/11/10 06/03/15 03/31/10 06/28/11 01/13/11 04/25/11 6/4/2015 6/4/2015 07/18/11 07/17/12 01/06/14 01/07/14 04/10/14 01/16/15 01/07/14 03/06/14 03/06/14 03/06/14 05/20/ 14 01/22/14 NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 7 of 67 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Date Trinity) ERD G43190.11.13-1 ASTM D6222 11/15/13 G46160.02.15 ASTM D6163 02/12/15 G46160.02.15-2D-1 ASTM D6163 02/09/16 G46160.03.15 ASTM D6163 03/11/15 G46160.09.14-2A ASTM D5147 09/09/14 G46160.09.14-3A ASTM D6164 09/09/14 G46160.09.14-3B, ASTM D6164 09/0WL4 G46160.09.14-3C ASTM D5147 • 09%i19OW G46160.12.14-3E ASTM D6164 • • 12/29f ?4 - G6850.08.08 ASTM D6163 "':" 08/MI08 G6850.08.08-R1 ASTM D6164 • • • 04/14/f 1 G6850.10.08 ASTM D6222 I0/06//09 - G6850.11.08 ASTM D6222 ...... 02/a7/Qj SC6870.08.14-R1 ASTM D3909 ..'..' 09AW14' PRI Construction Materials GAF-122-02-01 TAS 139 ;••��; 05/.07/% Technologies, LLC GAF-245-02-01 ASTM D6083 . 06P1"?O- GAF-276-02-01Rev ASTM E2178 '..' 01404/41 ASTM D6083 • GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-434-02-03 TAS 114-J 09/06/13 GAF-434-02-04 TAS 114-J 09/06/13 GAF-464-02-01 ASTM C1289 02/06/14 GAF-498-02-01 ASTM D6083 09/16/16 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-559-02-01 TAS 117(B) 09/30/14 GAF-559-02-04 ASTM D1876 10/01/14 GAF-559-02-05 ASTM D1876 10/15/14 GAF-559-02-06 TAS 114(H) 10/02/14 GAF-559-02-07 ' ASTM D903 10/02/14 GAF-559-02-08 ASTM D903 10/02/14 GAF-559-02-09 ASTM D903 10/02/14 GAF-559-02-11 TAS 114-J 10/14/14 GAF-559-02-12 TAS 114-J 10/14/14 GAF-559-02-13 TAS 114-J 10/15/14 GAF-559-02-14 TAS 114-J 10/15/14 GAF-559-02-15 TAS 114-J 10/15/14 GAF-559-02-16 TAS 114-J 10/15/14 GAF-559-02-18 TAS 114-J 10/15/14 GAF-559-02-19 TAS 114-J 04/16/15 Dynatech Engineering Corporation #4482.02.95-1 TAS 114-C 09/01/95 NOA No.: 18-0919.12 MIAMI•DAD; COUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 8 of 67 Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: Min. 15/32" thick 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(12): All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently partially adhered to insulation. All General and System Limitations shall apply. Fire Barrier: FireOut"" Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or (optional) VersaShield® Solo'' Fire -Resistant Slip Sheet. •..• Anchor sheet: GAFGLAS® 475 Base Sheet G, Tri-Ply® #75 Base Sheet, Rub;roidl 20 Sn o#I% r ...... AFGLAS® Stratavent® Nai able Venting Base Sheet is secured aS describ;d• • • • below. ...:.. .... ...... Fastening Miami -Dade County Approved min. 12 ga. annular ring shapitgmiIs and t`rrim, 4- : • • a: Option #1: 5/8 in. diameter tin caps are spaced 8 in. o.c. in the min. 4 in.OVMle anchor•siRet • • • • • side laps and 8 in. o.c. in the field of the sheet in two staggele31841s. 09900 .00. .. 9000 ..... . (Maximum Design Pressure —45 s e General Limitatio n:J. Fastening �. Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 4- ....:. Option #2: 5/8 in. diameter tin caps are spaced 6 in. o.c. in the min 4 in; wiet•anchot sheet • �' side laps and 6 in. o.c. in the field of the sheet in two staggered rotas. . • •. • (Maximum Design Pressure —52.5 psf, See General Limitation #7) 0000 Fastening Drill-Tec— #14 Fasteners and Drill-Tec"" 3 in. Standard Steel Plates, Drill-TecT" Option #3: AccuTrac® Flat Plates or Drill-TecT" 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) Fastening Drill-TecT" #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'" Option #4: 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 —67.5 psf, See General Limitation #7) Fastening Drill-Tec"" #14 Fasteners and Drill'Tec— 3 in. Standard Steel Plates, Drill-Tec'T' Option #5: 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 —82.5 psf, See General Limitation #7) One or more layers of any of the following insulations. Insulation for Base Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardT" Polyiso Insulation, EnergyGuardT" Tapered Polyiso Insulation, EnergyGuardT" Ultra Polyiso Insulation, EnergyGuardT" RH Polyiso Insulation, EnergyGuard'" RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft'. Please refer to Roofing Application Standard RAS 117 for insulation attachment. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 33 of 67 Base Sheet: Stratavento Perforated Venting Base Sheet) is loosely -laid over the _GAFGLAS® insulation with 2 in. side laps Ply Sheet: / Install one or more plies of Ruberoid® 20 Smoot ly adhered with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4). Membrane: Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, Ruberoid® Mop Granule, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF Ruberoid® Mop Granule FR, Ruberoid® Mop Plus Granule FR, Ruberoid® EnergyCap' Mop lus Granule FR, R beroid" EnergyCapT" 30 Granule FR, GAFGLAS® "uaral- urfaced Cap Sheet, Tri-Ply'BUR Granule Cap Sheet or G�SFQI:. • • • • in—ergyCap Mineral -Surfaced Cap Sheet adhered in a full r�ttfppiiig of app�eeed asphalt applied within the EVT range and at a rate of 20-401MV4. Surfacing: Optional on granular surfaced membranes; required for � pjgoth • • • • membranes. Chosen components, must be applied accord n4tcA .. manufacturer's application instructions. All coatings mall be listedowhWh a current NOA. • • • • • • • 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flbb1 oMht of approved asphalt at 60 lbs./sq. •. • . .. 2. . . TOPCOAT® Surface Seal SB or United CoatingsT" 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. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 34 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPlyT" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/a" 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 20-401bs./sq., ar meckanically��• •••�•+ • attached using the fastening pattern of the top layer 666 • 3. All standard panel sizes are acceptable for mechanical attachment. When appli2cl+UVproved asphalt, panel size shall be 4' x 4' maximum. +++• •••• :"'•: 4. An overlay and/or recovery board insulation panel is required on all applicationpever closel"+l•• ••••+ foam insulations when the base sheet is fully mopped. If no recovery board is t15tr*t� base$hvCt'• ••'••• shall be applied using spot mopping with approved asphalt, 12" diameter circle's'24" o.c.; or%frlp G00%• mopped 8" ribbons in three rows, one at each side lap and one down the centerWi e:sheet allo ding a continuous area of ventilation. Encircling of the strips is not acceptable. A �' break shal):be • • • •••00• placed every 12' in each ribbon to allow cross ventilation. Asphalt application%f+Mt*r systems all • ;••••; be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a madvaln 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 lbf. 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 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 #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 1 11 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 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# 9F-u"1- 19 -70 INSPECTION AFFIDAVIT DATE: QL1 117 I %1! 6 D W(W licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: �2q 2,' J-7 On or about ®41 )71 11 I did personally inspect the roof deck nailing work at �04 time) 1Aq 1�t (Complete Job Site Address) Based upo that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual as don 553.844 F.S) D Qm6vo 6(-Jw 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 above property mentioned. Sworn to and subscribed before me this day of q , Jessica Menendez J �d.e� P� '�' Commission;! GG161407 Notary Public, Sate of Florida at Large •"Expires: November 16, 2021 ';OF Fl;,,% X ed thrr� Aaron Notary '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 10-d i rn+nron+eiF;n11')nno