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RF-18-193 Inspection Worksheet Miami Shares Village 10050 N.E.2nd Avenue Miami Shares,FL Phone.t305)796-2204 Fax.(305)76&8972 Inspection Number* INSP-296019 Permit Number: RF'-1-18-193 Scheduled Inspection©ate: March 06,2018 Permit Type: Roof Inspector:Alvarez,Manny Angel Inspection{� Yi 't Final Roof Owner: I.ALANNE,VI BRUN Work Classification: Metal p Job Address.,1100 NE 91 Street Miami Shares,FL 33138- Phone Number (305)767-8841 P Parcel Number 1131010190080 I Project <NONE> Contractor. J&K ROOFING INC Phone.954,961-7663 Building Department,Comments METAL&FLAT RE-ROOF 11*00to Passect Comments CTOR COMMENTS. False Inspector Comments Passed } 9 Failed i Correction Needed ¢ Re-Inspection I Fee No AdMonal Inspections can be schedufed until re4ospection fee is Pali 3 tufa' 05.2018 For Inspections please calk(305)762.4949 Page is of 39 ,SNuRs Miami shores Village Building g D epartment 10050'N.E.2nd Avenue Miami Shores, Florida 33138 lOR1Dp' Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit.0 1� I I DATE: INSPECTION AFFIDAVIT licensed as a (n Contractor ngineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#:CC :)S!�M I On or about )c Y) ay 0, 1 did personally inspect the roof deck nailing (Date&time) work at Q 54- S-t- i 1rCiY�11 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) � l 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 1 day of JCknvafkA X01 Notary Public, Sate of Florida at Large flay Yecenia Sa b'bsnez NOTARY PUBLIC STATE OF FLORIDA . COMMO GG 115152 �NCt to$ Expfras 6l14l2�21 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane o the roof with permit#and address#clearly shown marked on the deck for each inspection aea�oi�„n��nr�n�nun�nnno M16chanica3ly Seamed Metal Roof System I Englert Series A 1300 https://www.englertinc.com/1-%BD-mechanically-seamed-metal-roof... METAL ROOFING & WALL PANELS GUTTERS MACHINES ARCHITECTS/CONTRACTORS 1.800.ENGLERT A1300 MECHANICALLY SEAMED METAL ROOF SYSTEM Englert Series A1300 The A1300 metal roof panel offers the same architectural detailing capabilities as architectural snap-lock metal roof panels. Required for use on shallow sloped metal roofs (less than 3"/12"). Also ideal for use on fascias, walls and soffits. Seamer Rental Sierra Tan Dove Gray Hemdock Green Metallic Copper Preweathe E.9t SRI 39.1 R 2n E.9 - sib n6 R A - E AV SRI 30.4 R 43.8 E.9 SRI SD._ R 4s r . Sandstone Bone White Stone White Champagne Galva • E.9 • SRI S9.8 R6 t.9 - SRI 81.4 I?61.5 t.9 SR is.3 8384 - L 1I - 51.143.5 +.b8 I 1 of 3 1/30/2018, 7:20 AM Mechariically Seamed Metal Roof System I Englert Series A1300 https://www.englertinc.com/l-%BD-mechanically-seamed-metal-roof.. 4 Profile at a Glance Structural ASTM water& air tested Good for mansard or fascia ASTM-E84 tested (Class A Fire rating) Architectural detail capability ASTM-E1592 tested Tight radius curving capacity UL 580, Class 90 ----------- Shallow slope (less than 3"/12") Dade County tested ..........--------------------- Narrow seam Florida Building Code Compliant Wide seam FM tested Snap-lock seam Flush seam Mechanical seam Weather tightness warranties Accessories Roofing Clips Pipe Boots Fasteners S-5! Roof Attachments Premium Underlayment MetalMan HT Underlayment PreManufactured Curbs Cor-A-Vent Forming Tools Sealants 'Touch Up Paint Quicklinks Materials and Gauges ULTRA-COOITI low gloss paint System Warranties Guidelines finishes Ratings and Certifications Roofing Coil and Coil Purchasing Download Center 2 of 3 1/30/2018,7:20 AM E ENGLERT Standard COLORS and COATINGS PERMACOLOR 3500 Full Strength 70% Kynar 5000/Hylar 50000 All colors available in Galvalume and Aluminum (.032", .040" & .050"). SUNNET BLUE HARTFORD GREEN DARK BRONZE MANSARD BROWN BURGUNDY ROYAL BLUE PERMAMETALLICS 3500* FOREST GREEN MATTE BLACK MEDIUM BRONZE COLONIAL RED METALLIC COPPER CHAMPAGNE PREWEATHERED GALVALUME® *Premium priced PACIFIC BLUE EVERGLADE MOSS CHARCOAL GRAY SIERRA TAN MILL FINISH paint systems. GALVALUME-PLUS° DEEP RED SLATE BLUE PATINA GREEN SLATE GRAY ME'PAL MAN .r Y SANDSTONE TERRA COTTA BONE WHITE HEMLOCK GREEN { To view current SRI values, please visit the Englert website. Colors shown are close to actual finishes however,due to the limitations of printing processes,slight variations may exist. Please contact Englert for actual color chips before ordering. DOVEGiRAY STONE WHITEoz 1MEM, 5121• .24•C FINISHES THAT MEET ANY DESIGN OBJECTIVE ; Englert is one of the few single-source metal roof manufacturers with an in-house coil coating line and an exceptionally broad range of finishes, whether the design calls for a natural weathered appearance or bright, high-performance, full-strength fluorocarbon colors. Custom Colors We can match the color of virtually any material, including brick, wood and fabric. Englert offers short lead times, and our minimum custom-color order requirements are among the industry's lowest. E ENGLERTff ROOFING KYNAR-COATED STANDARDS IN STOCK - SHEET AND COIL STEEL ALUMINUM STEEL ALUMINUM COLORS - COLORS 22g 24g 26g .032 .040 .050 .063 22g 24g 26g .032 .040 050 .063 Galvalume Plus • ✓ ✓ NA NA NA NA • ✓ ✓ ✓ ✓ ✓ • Burgundy ✓ • • • • ✓ • ✓ • • • I Bone White • ✓ • ✓ ✓ ✓ • • ✓ • ✓ • • • •. • ✓ ✓ ✓ ✓ ✓ • •• • ✓ • ✓ • ✓ • • • • • ✓ ✓ ✓ • ✓ • - : - • ✓ • ✓ • ✓ • �• • ✓ • ✓ ✓ ✓ • • ✓ • ✓ • • • �-- '-• • ✓ • ✓ • • • Sandstone • ✓ • ✓ ✓ ✓ • • - • ✓ ✓ ✓ ✓ ✓ • Stone White • ✓ • ✓ ✓ ✓ • • • • ✓ ✓ ✓ ✓ ✓ • • • ✓ • ✓ • ✓ • • • ✓ • ✓ • ✓ • Champagne(Metallic)*! • • • • • • • • • ✓ ✓ ✓ ✓ ✓ • Aper(Metallic)* is ✓ • ✓ ✓ ✓ • • • • ✓ ✓ ✓ ✓ ✓ • Preweathered (Metallic)*"', • ✓ • ✓ ✓ ✓ • ------------------—- --- — Mill Finish(Aluminum)* NA NA NA ,/ ✓ ✓ ✓ Mica 2-Coat System __ - ✓- Standard •- Minimum Quantities Required NA= Not Available *Made to order—available in sheets only. Colors shown are close to actual finishes however,due to the limitations of printing processes, POLYESTER COATED SHEETS* - ALUMINUM slight variations may exist.Please contact Englert for actual color chips before ordering. 4'x 10' 4'x 8' COLORS(TWO-SIDED) DISTRIBUTED BY: .032 .040 .032 .040 Bronze Low-Gloss White ✓ ✓ ✓ • Hi-Gloss White Hi-Gloss White ✓ ✓ ✓ • Contact Englert for information on additional polyester colors. ENGLERT INC. 1200 Amboy Avenue, Perth Amboy, NJ 08861 Phone: 732-826-8614 9 Fax: 732-826-8865 info@englertinc.com • englertinc.com 903008 Permit No. RF-1-1$-193 ,5x°mss y,� Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NE M,Wont Ctassificat%n:Metal - Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 toRtoA Issue oats:11,31/2018 Expiration: 0713012018 Project Address Parcel Number Applicant i 190 NE 91 Street 1131010190080 Miami Shores, FL 33138- Block: Lot: VILBRUN LALANNE Owner Information Address Phone Cell VILBRUN LALANNE 190 NE 91 Street (305)757-8841 MIAMI SHORES FL 33138-2810 G Contractor(s) Phone Cell Phone Valuation: $ 32,600.00 J&K ROOFING INC 954-961-7663 _ _.m.., .... _w. Total Scl Feet: 3300 Type of Work:Re Roof Available Inspections: Additional Info:METAL&FLAT RE-ROOF Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Planning Review Planning Review Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-1-18-66224 CCF $1980 01/31/2018 Check#: 1029 $849.93 $50.00 DBPR Fee $4.88 DCA Fee $3.25 01/25/2018 Check#: 1020 $50.00 $0.00 Education Surcharge $6.60 Bond#:3626 Notary Fee $5.00 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $26.40 Total: $899.93 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 Nsu me responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS /an7 T: certify that II the fore information is accurate and that all work will be done in compliance with all applicable laws regulating constructioni g. Futhermor , I authori e e above-named contractor to do the work stated. w January 31, 2018 thorized Sign re:Own / scant / Contractor / Agent Date Building Department Copy January 31, 2018 1 ,i � � ��� G �� C Miami Shores Village o Building Department JAN z 018 \� 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 ! Tel:(305)795-2204 Fax:(305)756-8972 BY:- INSPECTION LINE PHONE NUMBER:(305)762-4949 -_ FBC 2011 BUILDING Master Permit No. 97W I rb-19 3 PERMIT APPLICATION Sub Permit No. i ('BUILDING ❑ ELECTRIC F-1-ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP i (n \1 CONTRACTOR DRAWINGS JOB ADDRESS: 0l^1 ��1 E City: Miami Shores County: Miami Dade zip: .-331 3� - a'R 1 n Folio/Parcel#: �\--3�U -Ofj -C)C 90 Is the Building Historically Designated:Yes NO Occupancy TypeJ` k� I1j)r.Load: Construction Type:��_(L-jj� Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):L_n CGn ne N L\y3r'i ),C1 Phone#:305­r3l '1�12C4 I Address: `Clb U P q�� 5-�7f—E � City:Y kka N cJhO�C'S State: 'FL Zip:X31?)N Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: CiSU Ci gU a tj Address: d c) I(D .QV)e.(nyA h S+y-�e_c+- City:�04JLI)aod State: T7-L Zip: Qualifier Name:—x P 44e—cIa- ) Phone#: 9Sc/9 gU a d-OS State Certification or Registration#: CCC 05805 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ x . �24 KOO CO Square/Linear Footage of Work:'x 53 6 Type of Work: ❑ Addition ❑ Alteration ❑ New [OR pair/Replace ❑ Demolition Description of Work: "ra • r^ 1 Specify color of color thru tile: Submittal Fee$ 11_ l' Permit Fee$ 37S CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ '500 ` TOTAL FEE NOW DUE$ (Revised02/24/2014) Q( 01 I Bonding Company's Name(if applicable) i Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 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 inspectionAvpich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be p roved a d a reinspection fee will be charged. Signature �' Signature OWNER or AGENT CONTRACTOR The fforegoin instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 day of 20 19 by 0 day of, �14W 20 / by ACA-NS..IVI A'9I!!J+ 3,who is p nally to Do,'M,e -3 lkrr©J who is rsona y n to E me or who has produced as me or who has produced as I.identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ` % Sign: Print: T X00;9� Print: Seal: �`"'9Z �' ���= Seal: e", NOTARY PUBLIC o; oti%4. , ^\ STATE OF FLORIDA r� Comm GG115152 0, S318\6 • • ....;. � CE 191•�• Expires 6/14/2021 APPROVED BY I Plans Examiner L Zoning Structural Review Clerk (Revised02/24/2014) a i Property Search Application-Miami-Dade County http://www.miamidade,gov/propertysearch/#/report/summary t.r• ;rOFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:1/8/2018 Property Information `'f Folio: 11-3101-019-0080 Property Address: 190 NE 91 ST Miami Shores,FL 33138-2810 ••. " Owner VILBRUN LALANNE&W ROSE 4 ` w� 190 NE 91 ST + ,Ih' - Mailing Address MIAMI SHORES,FL 33138-2810 PA Primary Zone 1000 SGL FAMILY-2101-2300 SQy Primary Land Use 0101 RESIDENTIAL-SINGLE s ! E. FAMILY: 1 UNIT + Beds/Baths/Half 2/2/0 Floors 1 v° Living Units 1 4 . ♦ - Actual Area 2,457 Sq.Ft V . Living Area 2,030 Sq.Ft raphy, . Adjusted Area 1,962 Sq.Ft Lot Size 11,745 Sq.Ft - Taxable Value Information Year Built 1953 2017 2016 2015 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year /2077 2016 2015 Taxable Value $89,392 $86,525 $85,576 Land Value 52,444 $293,703 $190,462 School Board Building Value $142,889 $143,070 $143,251 Exemption Value $25,000 $25,000 $25,000 XF Value $610 $496 Taxable Value 1 $114,392 $111,525 $110,576 Market Value $495,933 $437,383 $334,209 City Assessed Value $139,392 $136,525 $135,576 Exemption Value $50,000 $5,000 $50,000 Taxable Value $89,392 $86,525 $85,576 Benefits Information Regional Benefit 4Type 2017 2016 2015 Exemption Value 1 $50,000 $5,000 $50,000 Save Our Homes Assessment Taxable Value $89,392 $86,525 $85,576 Cap Reduction $356,541 $300,858 $198,633 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous OR Book- Homestead Exemption $25,000 $25,000 $25,000 Sale PricePageQualification Description N 01/01/1990 ote:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales which are disqualified as a result Board,City,Regional). $0 00000.00000 of examination of the deed 11/01/1987 $79,000 13518-1961 Sales which are qualified, Short Legal Description 11/01/1973 $52,000 00000-00000 Sales which are qualified EL PORTAL SEC 2 PB 9-115 08/01/1973 $40,000 00000-00000 Sales which are qualified LOT 10&N33FT LOT 11 BLK 7 LOT SIZE 87.000 X 135 OR 14413-668 0190 4 i 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 hftp://www.miamidade.govriinfb/disciaimer.asp Mersion: 15�►OREs Lf` Miami Shores Village 199 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 0RiDp' Tel: (305) 795.2204 Fax: (305) 756.8972 t AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: (-0A0-( \Q n Property Address:A q 01�1 st `�s1y P P� 1-'u CAM,1 'Fho _ 39 9 Roofing Permit Number: Dear Building Official: I certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. + Signature Print Name State of Florida County of Dade 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 I n day of )Ca Y.)T_20 l { + Notary Public, Sate of Florida at Large a,f XA Yecenie SanUb (SEAL) v1s, NOTARY PUBLIC STATE OF FLORIDA . Comm#GG115152 FINAL COMPLIANCE CE Expires 6/14/2021 Revised on 5/21/2009 + ACB2 Engineering Inc. Engineering and Laboratory Services Certificate of Authorization 8131 P.O. Box 823612,Pembroke Pines,Florida 33082 Tel: 954-245-8976 Fax: 954-301-7776 Client: Vital Roofing January 23,2018 Re: Roof to Wall Connection Inspection The purpose of this letter is to provide the results of our limited visual inspection for the existing roof to wall connection of the property located at the following address: 190 NE 91 Street Miami Shores,FL Our inspection revealed that the"hurricane straps"used for the roof to wall connection at this property does not appear to be in compliance with the 2017 Florida Building Code Section 708.8.1 for existing buildings. This Section requires a minimum of 4 nails on each strap and the inspection revealed that each strap consisted of only 3 nails which did not meet the 4 nails per strap requirement. We recommend that 1 more nail be added to each strap to coincide with the 4 nail per strap minimum. Cordially, ACB2 Engineering Inc. Antonio Acevedo, P.E. President Fla. Re . . 36466 5H R `tonivP 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. +renaa Renailing wood decks:When replacing roofing,the existing wood roof deck may have to accordance with the current provisions of Section R4403. (The roof deck is usually or to removing the existing roof system). 4. . Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking 4can�beiewed from below. The owner may wish to maintain the architectural appearance;therefore, roofing' ail 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 4o?vered from a buildup of water. Perimeter/edge wall or other roof extension may block this 1 charge if verflow scuppers(wall outlets)are not provided. It may be necessary to install overflow s uppers ' ccordance with the requirements of Sections R4402, R4403 and 84413. 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Roof System Required Sections of the Attachments Required Permit Application Form See List Below Lown Slope Application A,S,C 9,2!3!4!5!6!7 '••• . . 0000 0000.. Prescriptive SUR-RAS 150 ABC 4,5,6,7 0 0 0 0.. •••:• 0 0 0 0:. 0000.. Asphaltic Shingles A,S,D 1,2,4,5,6,7 •••••• 0000 0000. • • Concrete or Clay`file XB,D,h 9.2.3.4.5,6,7 ••:••: :•: 00000 •. •• .• . 00.0.0 ' Metal Roofs XB D 1,2,3,4 5 6 7 • 9 ! ! • • • •.8888 �.•.• •0800• Wood Shingles and AAD 1,2,4,5,6,7 •• � *6.60 • Shales I •• . Comer As Applicable 1,2!3!4!5!6!7 i ATTACHMENTS REQUIRED: 1. Fire Directory Listing Pave 2. From Notice of Acceptance: Front Page Specific System Description: Specific System Limitations � General L imil ations 4 Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if Applicable, RAS 927 or RAS'126 4. 1 Other Component Notice of Acce Lances 5. Municipal Permit A plication 6. Owners Notification for Roofing Considerations(Re-RoofingOnly T. Any Required Roof Testing/Calculation Documentation Florida Building Code 6th Edition(2017) High-Velocity Hurricane Zone Uniform Permit Application Form Section C (LAW Slowed Roof Svst®m1 Fill in Specific Roof Assembly Components Fastener SPacing for AnchorJSass Sheet and Identify Manufacturer Attachment, (if a component is not used,idery as"NAS qq z z• G � Field:_.L_'oc @Lap,#Rows ' System Manufacturer 00, - Perimeter. "oc @ Lap,#Rows NOA No.: yZ-Q� ` //� ((�� Comer.�.4L'oc @ Lap•#Rows !��L� 70c Design Wind Pressures,From RAS 128 or Calculations: Number of Fasteners Per Insulation Pmaxi: Pmax2Pmax3. Board G Max Design Pressure,From the Specific NOA Field Perimeter Comer ' System: Deck Illustrate Components Noted and Type, ��C'1C�C� - Details as Applicable: ( � �x Woodblocking, Gutter, Edge Termination, Gaugefthickn — Stripping, Flashing, Continuous Cleat, Cant too— Strip, ••••• `� Strip, Base Flashing, Counter Flashing, •••• •••• • Slope: Coping,Etc. •• ...: •. ch ase S &No.of Ply(s): Se I,ndlcat� Mean Roof Height, Parapet*Height, •••••• Height of Base Flashing, Componesio vial, • ...... gndtt'�tfiase Sh \Fdsten�rlBond Material: Material Thickness, Fastener Type,•Fastener *9• . a G�S Spacing or Submit Manufacturers Oetaiic'that .. .. • Comply with RAS Ill and Chapter 16.:..: •. :0 ..... insulation Base Layer. .. •• •• •....'. Base insulation Size and Thidmess: 7 wo ....:. Base insulation Fastener/Bonding Material • �v ...... Top Insulation Layer. ` � 1 FT .. Top insulations and Parapet T� ---- 1 �c.�'C� tiSD Height To s lation Fast 1 er/Bondi nal: �til�w p L�C Base Sheet(s)&No.of Ply(s): FT. , Base Sheet Fastener/Bonding Material: Mean Roof Ply Sheets)&No.of Ply(s): Height :��� Ply Sheet Fastener/Bonding Material: 2 i Tee Piv !i K .�4v\. Top Ply Fastener/Bo ateri L [ f _)c'J op S Surfadng: '" F { Florida Building Code 6th Edition(2017) High-Velocity Hurricane Zone Uniform Permit Application Form Section ® /Steep Sloped Roof Srrstean) Roof-System Manufacturer: Y Notice of Acceptance Number: Minimum Design yllind Pressures,If g Applicable(From RAS 127 or Calculations): -PI.. P2• P3• Maximum Design Pressure •••• From the NOA Specific Sys"), . . . . .... ... .. Method of the attachment: ...... . ... ... . Steep SlolQed Roof System Descriatiod Deck Type: ype Underiayment: Roof Slope; nsulation: Fire Sa er• 1. �zvC"&Wd C 11,E Ridge Ventilation? astener Types Spacing: -Z l � 1IG" 0 CeS fz« ftC IU dhesive Type M ype Cap Sheet: I 11C oof Covering: Ec�, �Mean Roof Height: Se-Y i� /`I U CC I d Type&Size Drip dge: VVI Florida Building Code 6th Edition(2017) r FFor elocity Hurricane Zone Uniform Permit Application Form section E (Tile Calculations d file systems,choose either Method 1 or2m.Com pa>ed the values equal, the Mr lues from Mi.Uthe Mf values are grce�r . to rea of the roof,then the the attachment method is acceptable. Method 1"Moment Based Tile Calculations Per RAS 127" NOA W* (Pt; a _—�—Nig: =1V�i NOA Mt 0p2: z =--�—Mg: =A1r NOA K_ I (P3; X). =__—)—Mg: Tua_--- i `k . Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below NOAK „.. Mr Required Moment Resistance •. San SM —' 20' 25 0=000 14W7, • •k • s• ••• Roof Siopa 15' 36 5 38. A79• 2 • •{ 2r: • •• ••••. 34 •0 3:12 32'2 32� s . Sr •. .:: • 4: 2 30 • •i• •• 5:12 28A 30.1 3 A � • •30 . $.1 26A � 27.1 28.2 X • • Q.. ••• •• :12 � � •t • *Mast be used in conjunction with a list of moment based tale systems endorsed bythe • Broward County Board of Rales and Appeals. For Uplift based tile systems use Method 3. Compared the values for F'with the values for Fr If the F' values are greater than or equal to the Fr values,for each area-of the roof,Bien the Bile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127”NOA F' a 1• z w:=_,—W z cos 9. = Fri: (Fi NOA F' :1: = z w:_�)—W= z cos 9:_= Fre: NOA F' �: = W• a cos 8:_= Fre. I Where to Obtain Information Desai 'on S bol Where to find by pBonASC� Lka.ppressrt P1orMorF3 RAS 127 Table Iorbyane &eeaogamly�p� based 7 Mean Roof Hei H Job Site Raaf Slope 8 Job Site NOA Moment doe to M NOA At�bme�Rssiat NOA ��Resi�ace Calculated ' MmimumAdaclm►adR P' OA U � g, Calculated AW' W NOA f Tile Dimensions kno NOA AU;;; be submitted to thOBwl i Official RAW time of i e ENGLERT RIDGE or HIP CAP ' COLOR MATCHED HEX SCREW BREAD PAN FOLD w/BONDED SEALING WASHER ENGLERT Z-CLOSURE CUT TO FIT @ 18"O.C.STAGGERED BETWEEN SEAMS w/ENGLERT TUBE PANCAKE SCREW PER SEALANT ON ALL CUT EDGES(TYP.) PROJECT REQUIREMENTS O.C. MAX. ENGLERT BUTYL TAPE @ 3 II SEALANT CONTINUOUS THRU Z-CLOSURE(TYP.) P`) E�G��RZ P�HOZ` rrr r �J. F(.00FFET, MBLVL R081••• s rrr • `�� 000, 00 rrr• • • • • 06 rrr rr •• • • • •••• • • • • • • •••••• • ••• •• • •• •• •• • ••• •• • •••••• • • • • ••• •• •• • •• • • • , „M0N. 6"MiN MATCH ROOF 'k- SLOPE SLOPE MSN O „M� 1, M� o ��NM ENyM F u Z DETAIL SLIMECTTOCHANGE W ENGLERT" ROOF RIDGE / HIP W'TM°'�N°�'� Z Detail# www.englertinc.com 800-364-5378 TYPICAL CAP " R10.1 N .. GENERIC BEST PRACTICEASSENBAY N SHOWN.WATERTIGHTNESS WARRANTY NOT IMPLIED. G WHEN SITE CONDITION D6FER5, 0 SPECIFIC ENGINEERING NECESSARY. r IMPORTANTI CONSULT ENGLERT TECHNICAL IMPORTANTI ENGLERT H/T UNDERLAYMENT DEPARTMENT WHEN SLOPE IS LESS THAN 3:12 REQUIRED ON SOLID SUBSTRATES&RIGID INSULATION. FOR REQUIRED VALLEY FLASHING WIDTH. SEE DETAIL#R14 FOR INSTALLATION INSTRUCTIONS. (2)ROWS 3/$' ENGLERT IN-SEAM TUBE SEALANT(TYP.) PANCAKE SCREW PER PROJECT REQUIREMENTS(TYP.) FILL PANEL ENDS w/ENGLERT i eN IN-SEAM TUBE SEALANT(TYP.) \ l �sFEofrq���ZI ENGLERT ONE-PIECE VALLEY •- „MSN►• '•-••••` 6„MSN• ---'"" �Mg�V t / V. .... • .. ... . •• •• •• • ••• •• • r L I MX (N.TS) I i 3' 2 t lJ Z F DETAILGE WITHOUT NOTICE.ROOF VALLEY W Detail# Z www.englertinc.com 800-364-5378 ONE-PIECE R14.2 N GENERIC BEST PRACnCEASSEMBLY O SHOWN.WATERTIGHTNESS " WARRANTY NOT IMPUED. rj WHEN SITE CONDITION DIFFERS, SPECIFIC ENGINEERING NECESSARY. 1 METALMAN HT UNDERLAYMENT TO EXTEND 12" UNDER THE ROOF ` (2) ROWS%;' ENGLERT IN-SEAM TUBE SEALANT (TYP.) PANCAKE SCREW PER �sE PROJECT REQUIREMENTS ENGLERT EXTENDED EA1fE TRIM WRAP UNDERLAYMENT OVER EDGE /- O `� FRONT EDGE OF GUTTER SHALL .� RE LOWER THAN BACK EDGE ..�- -------�� i •••• j 'GUTTER HANGER •••••• •••••• / ...... (SEE GUTTER DETAILS) .... .. ;••••; . .... . .. ..... GENERIC ENGLERT GUTTER �� ..;..; •. ;.; ..:..• (SEE GUTTER DETAILS) , •• •• •• •••••• fo • ...... Lw •• • LA 0- / 03 E, cam\ t t 1 k , CAUTION-THIS D ETAI L MAY PIN PANELS AT THIS POINT! PIPE,TUBE STEEL,or ANGLE k ENGLERT TUBE SEALANT STAINLESS STEEL BAND (IF REQUIRED BY ROOF JACK MANUFACTURER) . . .... ... .. PIPE BOOT •••••• (DEKTITE OR EQUIVALENT) HEX SCREW w/BONDED SLPAQ4IVWAS jER..• • @ 1"O.C. INTO PANEL FACEANLt i . ... ..: • . . . .. .. .. . ... .. ENGLERT TUBE SEALANT :*@:*: ! • .. . ROOF ASSEMBLY (SEE DETAIL R08) r Z DEfAILSUMEMOMMGE W ENGLERT" ROOF PENETRATION wrrHourNoncE. z D2t211# www.englertinc.cam 800-364-5378 PIPE BOOT ' R26.1 N .. GENERIC BEST PRACTICEASSEMBLY � N SHOWN.WATERTIGHTNESS WARRANTY NOT IMPLIED. G WHEN SITE CONDMON DIFFERS, Ao SPECIFIC ENGINEERING NECESSARY. NOTE:COORDINATE w/OTHER ROOFING TYPE MANUFACTURER ON TRANSITION MEANS& METHODS TO PROTECT PRODUCT WARRANTY. (2) ROWS%" ENGLERT IN-SEAM TUBE SEALANT(TYP.) ENGLERT OFFSET CLEAT CONTINUOUS(TYP.)' .. PANCAKE SCREW PER PROJECT REQUIREMENTS(TYP.) ENGLERT BUTYLTAPE SEALANT CONTINUOUS(TYP.) ��\ 0�1 FILL PANEL ENDS w/ENGLERT IN-SEAM TUBE SEALANT(TYP.) ;'�O Off' INSTALL ENGLERT TUBE SEALANT BEFORE INSERTING PANEL HEM(TYP.) OPTIONAL ENGLERT FLASHING ;' 4"60060 PROTECTS EDGE OF DISSIMILAR FINISH 0000 •• ••. TUBE SEALANT PER WARRANTY ""•' • 0000.. . .. .0 OF DISSIMILAR FINISH 000000 0000.. OTHER ROOFING TYPE 0000 . .. ... . (e.g.,BUR,etc.) 0 . • . 0000. . 0 . . . . ... . .. STRUCTURE •••••• PER OTHERS ••• •00 0 • k I 4 r 001• „MIN• 3 "M N. R U 1 � z I F DETAIL SUBJECTTO CHANGE W ENGLERT" ROOF TRANSITION w°"°'�"°"� z K Detail# www.englertinc.com 800-364-5378 STANDING SEAM PITCH BREAK to OTHER ROOFING TYPE R34.5.1 N GENERIC BEST PRACTICEASSEMBLY N SHOWN.WATERTIGHTNESS G WARRANTY NOT IMPLIED. W HEN SITE CONDITION DIFFERS, O SPECIFIC ENGINEERING NECESSARY. a UL Online Certifications Directory E Jame Quick Guide Contact Us UL.com TGFU.R10689 Roofing Systems Page Bottom Roofing Systems Cee General Information for Roofing System •••• •••••• ...... . ...... ...... RtQ89; GAF .. .... . .. ..... 1 CAMPUS DR . ... ..:..• PARSIPPANY,NJ 07054 USA Any UL Classified peel and stick Underlayment may be used in conjunction with "VarsaShield+Fire-Resistant• ...... Roof Deck Protection" and "VersaShield®Underlayment" in any of the following sys''tl;ms. . . • OTHER SYSTEMS Class A 1. Deck: C-15/32 or spaced sheathing Incline: Unlimited Underlayment: —One ply "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShield® Underlayment" mechanically fastened. i Ply Sheet: —One ply Type 30 base sheet or "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShieldg Underlayment mechanically fastened. Shingles or Panels: —UL Classified or Listed Steel or copper. 2. Deck: C-15/32 Incline: Unlimited Underlayment: —One ply "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShield® Underlayment" mechanically fastened. Shingles: —UL Classified or Listed Class A asphalt glass fiber shingle. 3. Deck: C-15/32 Incline: Unlimited i Underlayment: —Two plies "VersaShield®Fire-Resistant Roof Deck Protection" or 'VersaShield® 3 Underlayment." Shingles or Panels:—UL Classified or Listed Aluminum. i. Deck: C-15/32 Incline: Unlimited Underlayment: —Three plies "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShield® Underlayment." Membrane: --Endur-All "Cedar-shake." 5. Deck: C-15/32 or Spaced Sheathing Incline: Unlimited Underlayment: —One or more plies "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShield®Underlayment" mechanically fastened. 'Panels: —Any UL Listed or,Classified standing seam steel, steel or copper. 6. Deck: C-15/32 or Spaced Sheathing Incline: Unlimited 'Underlayment: —One ply "VersaShield®Fire-Resistant Roof Deck Protection" or"Ver$aShigld® . . 0000 0000.6 Underlayment" mechanically fastened. •• • 000 • 0000." 0. 0000:. ,Shingles: —UL Listed stone coated, direct to deck,non-batten systems. •• • 0000 .. 0000.. 7. Deck: C-15/32 or Spaced Sheathing Incline: Unlimited "" "' ••••• 0000.. 0000 ,0000 00 00 00 0 .000.. Underlayment: —One or more plies "VersaShield®Fire-Resistant Roof Deck•Agetection" or 6• 0606% "Versashield®Underlayment" mechanically fastened. 0 0 •••••• . 666.66 Roof Panels: —Steel panels, fastened to 2 x 2 wood battens ••. **See. • 06 6 8. Deck: C-15/32 Incline: Unlimited Underlayment: —One or more plies "VersaShield®Fire-Resistant Roof Deck Protection" or "Veisashield®Underlayment"mechanically fastened. Shingles: —UL Classified or Listed Class A asphalt glass fiber shingle. 9. Dick: C-15/32 Incline: See Note Underlayment: —One or more plies "WeatherWatch®" or "StormGuard®",mechanically fastened. Slip Sheet: —One or more plies "VersaShield® SOLOTM Fire-Resistant Slip Sheet", mechanically fastened. Surfacing: —Any GAF Building Integrated Photovoltaic (BIPV) system, mechanically fastened. Note - System is to be installed with UL Certified GAF Solar Rack/Module Building Integrated Photovoltaic (BIPV) Systems ONLY and not utilized as a stand-alone system. Slope is determined by the requirements of the BIPV solar rack/module being utilized with the roof covering system. Class B 1. Deck: C-15/32 Incline: Unlimited Underlayment: —One ply "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShield® 1 l , Underlayment" mechanically fastened. Shingles: —Any UL Classified or Listed steel, copper, aluminum. t 2. Deck: Spaced Sheathing Incline: Unlimited Underlayment: —One ply "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShield® Underlayment." Shingles or Roof Panels: —UL Classified or Listed Steel or copper. SINGLE PLY MEMBRANE SYSTEMS Class A-Fully Adhered 1 . Deck: C-15/32 Incline: 1-1/2 Slip Sheet: —Two plies "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShieldg Underlayment." Membrane: —Any UL Classified except TPO (Actual incline is determined by t1je maxWft existing' . . 9999 0000.. membrane Classification incline, but cannot exceed 11/2:12). 0.. • 9 •• 09..90 000006 • • 0000.. 999999 • • • 2. Deck: C-15/32 Incline: 2 •••. .. ;•••% 0000 . .. 0000. 0000.. Slip Sheet: —Two plies "VersaShield®Fire-Resistant Roof Deck Protection':o%.VersaSL;1a® 0000.. Underlayment." :":': •' Membrane: —Any UL Classified PVC, fully adhered. • ••• • • .. 9 "60"94, 0000.. 3. Deck: C-15/32 Incline: 2 0' ' Slip Sheet: —Two plies "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShieldg) Underlayment." } Insulation: —Any UL Classified, any thickness (except EPS). Membrane: —Any UL Classified except TPO (if insulation is used,membrane must be currently UL Classified for use over it. Actual incline is determined by the ekisting membrane/insulation Classification, but cannot exceed 2:12). Class B -Fully Adhered 1. Deck: C-15/32 Incline: 2 Slip Sheet: —One ply "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShieldg Underlayment." Membrane: —Duro-Last Inc. "Duro-Last" (PVC), fully adhered. 2. Deck: C-15/32 Incline: 1-1/2 Slip Sheet: —One ply "VersaShieldg Fire-Resistant Roof Deck Protection" or "VersaShieldg Underlayment." Membrane: —Any UL Classified, except TPO. Actual incline is determined by the max existing membrane Classification incline,but cannot exceed 11/2:12. Class A-Mechanically Fastened 1. Deck: C-15/32 Incline: 1-1/2 , Slip Sheet: —Two plies "VersaShield®Fire-Resistant Roof Deck Protection" or "Versa Shields Underlayment" Membrane: —Any UL Classified(Actual incline is determined by the maximum existing membrane Classification incline,but cannot exceed 11/2:12). 2. Deck: C-15/32 Incline: 2 Slip Sheet: —Two plies "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShield® , Underlayment." Membrane: —Any Classified PVC, mechanically fastened. 3. Deck: C-15/32 Incline: 2 •••• •..... .. ...... . . Slip Sheet: —Two plies "VersaShield®Fire-Resistant Roof Deck Protection'%or::VersaShield® • Underlayment." Insulation: —.Any UL Classified, any thickness (except EPS). ••;••; . ... ;. • Membrane: —Any UL Classified(if insulation is used, membrane must be ct htly C11ssi4ed f014 Mgt. over it. Actual incline is determined by the existing membrane/insulation Claisificition,.but pannot eeceed 2:12). . . • �.. . Class B -Mechanically Fastened 1. Deck: C-15/32 Incline: 2 Slip Sheet: —One ply "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShield® Underlayment." Membrane: —Duro-Last Inc. "Duro-Last" (PVC), mechanically fastened. 2. Deck: C-15/32 Incline: 1-1/2 Slip Sheet: —One ply "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShield® Underlayment." Membrane: —Any UL Classified. Actual incline is determined by the mak existing membrane Classification incline,but cannot exceed 11/2:12. r MAINTENANCE AND REPAIR f Class A , 1. Deck: C-15/32 Incline: Unlimited Existing Roof System: —Any Class A'UL Listed shingle. Slip Sheet: —One ply "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShield® Underlayment mechanically fastened. Shingles: —Any UL Listed steel, copper, aluminum or Class A asphalt glass fiber shingles. 2. Deck: C-15/32 Incline: Unlimited t Existing Roof System: —Any Class A,B or C shingle. Slip Sheet: —One ply "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShield® Underlayment" mechanically fastened. Shingles: —UL Listed Class A asphalt glass fiber shingles. 3. Deck: Slats spaced 11/2-in. Incline: Unlimited Existing Roof System: —Existing wood shake roof. Slip Sheet: —Two or more plies "VersaShieldg Fire-Resistant Roof Deck Protection" or "VersaShield® Underlayment" mechanically fastened. Shingles: —Any UL Listed steel, copper or Class A asphalt glass fiber shingle. Class B ••..•• 1. Deck: Slats spaced 11/2-in. Incline: Unlimited •••••• Slip She ExistingRoof One or,moreplies n"VersaShie d®F eg wood shake rooftRes retain Roof Deck P U;Ction" or'1WsaShielM Underlayment" mechanically fastened. • . .... ...... Shingles: —Any UL Listed steel, copper, aluminum or Class A asphalt glass:fib&.shingfes. Class A,B or C 1. Deck: C-15/32 Incline: 11/2, see Note 1 Existing Roof System: —Any Class A, B or C built-up roof system. Slip Sheet: —One ply "VersaShield®Fire-Resistant Roof Deck Protection" or "VersaShield® Underlayment" mechanically fastened. Roof Covering: —Any BUR system or CPE, CSM, CSPE, EPDM,NBP,PIB,PVC TPO or TRE membrane system. Note 1: Classification(A,B or C) and max incline will be the same as that of the Classified Roofing System (TGFU) currently limited to noncombustible deck, but not to exceed 11/2-in. slope. Last Updated on 2017-01-31 Questions? Print this lagg Terms of Use Pagg—ThR © 2018 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files)must be presented in their entirety and in a non-misleading manner, without any manipulation of the data(or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: V 2018 UL LLC". . . .... ...... 00 . ...... . ...... .... . .. ..... ...... . ... ..... .. .. .. . ...... ...... 1 MIAMI-DADE COUNTY MIA101I.DAMPRODUCT CONTROL SECTION MOR 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.aov/ecogomy 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 p�l-form'iirthe,accept+ecb... manner, the manufacturer will incur the expense of such testing and the AHJ may imm44ilt ely revca'k,,4pdify, or• suspend the use of such product or material within their jurisdiction. RER reserves the ri&j;.t*pyoke this acceptanCC'••• if it is determined by Miami-Dade County Product Control Section that this product or material failgs tq meet Ike 04: requirements of the applicable building code. •0000• 0.0 0 00000 • This product is approved as described herein, and has been designed to comply with Ste t1orida•13uAa ng CbdC••0 .. . 0000*0 including the High Velocity Hurricane Zone of the Florida Building Code. :09990 0 0 . 0 • 0000.. 0000.. DESCRIPTION: VersaShield® Fire-Resistant Roof Deck Protection and VersaSh eldo0Solo— Fire-Resist�auth•: • . 0 • Slip Sheet 0• • 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 NOA No. 14-1022.26 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. CMIAMM�ADECO= NOA No.: 16-1216.02 � Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 1 of 3 f t t _ ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: Fiberglass SCOPE: This acceptance is.for VersaShield® Fire-Resistant Roof Deck Protection (a.k.a "VersaShield' Underlayment") and VersaShield®Solo—Fire-Resistant Slip Sheet(a.k.a"VersaShield SoIoTM"),as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description 0000 VersaShield®Fire- 42"x 100' rolls ASTM D 226 Non-Asphaltic fiberglas�base'd underlayment ••••;• Resistant Roof Deck Type H and/or fire barrier. •• :...:. '. Protection ...:.. VersaShield®Solo— 72"x 166.7' rolls UL790 Non-Asphaltic fiberglass basad slip s*eetand/or..... Fire-Resistant Slip Sheet 36,x 166.7' rolls fire barrier. •••••• ••• ••••• .. .. .. . ...... MANUFACTURING LOCATION: • . . . . ...... •••••• 1. Conover,NC '••"• EVIDENCE SUBMITTED: Test Aaency Test Identifier Test Name/Reno rt Date PRI Construction Materials GAF-270-02-02 ASTM D 226 11/15/10 Technologies GAF-748-02-01 ASTM D 226 12/12/16 ELK-063-02-01 TAS 100 E 09/27/01 Underwriters Laboratories Inc. 99NK45831 UL790 03/21/00 l ONK11990 UL790 05/18/11 R19254 ASTM D 226 09/13/01 08CA37926 UL790 09/23/09 08CA49140 INSTALLATION: 1. VersaShield'Fire-Resistant Roof Deck Protection or VersaShield®SoIoTM Fire-Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield®Fire-Resistant Roof Deck Protection or VersaShield®Solo—Fire-Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield®Fire-Resistant Roof Deck Protection shall be mechanically fastened witli approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type H underlayment. NOA`No.: 16-1216.02 MIAMFDADECODU Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 2 of 3 i i 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. This acceptance"is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield®Fire-Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application.VersaShield®Solo TM Fire-Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire-Resistant Roof Deck Protection and VersaShield® SoloTM Fire-Resistant Sliofp Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice Acceptance. 5. VersaShield® Fire-Resistant Roof Deck Protection or VersaShield®Solo— Fire-Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield®Fire-Resistant Roof Deck Protection or VersaShield® Solo—Fire-Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShield®Fire-Resistant Roof Deck Protection or VersaShield®Solo—Fire-Resistant Slip Sheet is not listed,a request may be made to the Authority Having Jurisdiction(Al-U)'-or the Miami-Dade iCounty Product Control Department for approval provided that appropriate documentation is provided to detail compgti}xfity of the products,wind uplift resistance,and fire testing results. "" 009000 6. VersaShield® Fire-Resistant Roof Deck Protection and VersaShield'Solo— Fire-ResistmU Slip Sittf Iffe a nop,•;; asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies•Fer fire classification of specific roof assemblies using VersaShield® Fire-Resistant Roof Deck Protection or.Vd1Uhiel TM ' 0000: P g �'$0�4 Fire- Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings Of this ptodUt0 006.Soo ••••• 7. All products listed herein shall have a quality assurance audit in accordance with the F04da BuilMug Code ajA„• Rule 61G20-3 of the Florida Administrative Code. •••••• • 00 0000.. 0000.. LABELING: ' ' • .. 0000.. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or tdgd,�city and state of manufacturing facility,yellow line to identify the ASTM Standard designation or logo,and the following statement: "Miami-Dade County Product Control Approved”or the Miami-Dade County Product Control Seal as shown below. MIAMI-DADE COUNTY Ul 2 U10h 4 1 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 16-1216.02 A MituHi•nAne co� Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 t i MIAMI-DADE COUNTY MIAMI•DADE PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 Florida 33175-2474 , DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) T(786)Miami, F(786)31525-99 BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) www miamidade. ov/economy GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This-NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas otherthan IVjiami Dade • •• County)reserve the right to have this product or material tested for quality assurance ptlz S*.If 0• this product or material fails to perform in the accepted manner,the manufacturer will i wwethe ; :00 00' 0000#6 expense of such testing and the AHJ may immediately revoke,modify,or suspend the dse'of such • product or material within their jurisdiction.RER reserves the right to revoke this accept Me,if it�• • determined by Miami-Dade County Product Control Section that this product or mater' 4A 0. to 0 0.0 00000 . meet the requirements of the applicable building code. 000000 •• • 6600:6 This product is approved as described herein,and has been designed to comply with tlVftMda Building • Code including the High Velocity Hurricane Zone of the Florida Building Code. •0 :...:. 0" DESCRIPTION: : GAF EverGuard®Freedom'TPO HW,EverGuard Extreme&V eedom,,TPO :0000: HW and EverGuard®Freedom'TPO with RapidSeam'Technology Singh • Ply Roofing Systems over 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. 14-0403.06 and consists of pages 1 through 17. The submitted documentation was reviewed by Jorge L.Acebo. t NOA No.: 15-0203.24 Expiration Date: 09/15/19 MIAMI•DADE COUNTY Approval Date: 05/14/15 • ' �`" ` ' Page 1 of 17 i 4 ROOFING SYSTEM APPROVAL Cateeory Roofing Sub-Cateaorv: Single Ply Roofing Material: TPO Deck Tvpe: Wood Maximum Design Pressure -67.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description EverGuare Freedom'TPO Various ASTM D6878,Self-adhered thermoplastic`olefin with RapidSeam' TAS 131 reinforced single-ply membrane with Technology self-adhering laps. EverGuare Freedom'TPO Various ASTM D6878 Self-adhered thermoplastic olefbi�•. �+•• HW TAS 131 reinforced single-pV.me�nbrane wifh : '. a heat weldable seam... 000:0 • EverGuard Extreme® Various ASTM D6878 Self-adhered thermoplastic olefin• •, *^' TAS 131 reinforced single 04 plembrane is 0',•• Freedom TPO a heat weldable saamAesigned for.. 0*0 0 0• advanced protection against hurt 0 0 0 0.. aging and UV deR43n. • . GAFGLAS®#75 Base Sheet 39.37" ASTM D4601 A smooth asphaltic base or b, fVpty' 0 sheet reinforced with fiterglasc mat. •••"•• (1 meter)Wide 0 0 • Tri-Ply®#75 Base Sheet 39.37" ASTM D4601 A smooth asphaltic base or base/pty (1 meter)Wide sheet reinforced with fiberglass mat. GAFGLAS®#80 Ultima 39.37" ASTM D4601 A smooth asphaltic base or base/ply Base Sheet (1 meter)Wide sheet reinforced with fiberglass mat. GAFGLAS®Stratavene 39.37" ASTM D4897 A smooth surfaced asphaltic nailable Eliminator"`Nailable (1 meter)Wide venting base sheet reinforced with Venting Base Sheet fiberglass mat.Bottom side surfaced with granules. VersaShield®Fire-Resistant 12"x 100' rolls ASTM D226 Non-asphaltic fiberglass-based Roof Deck Protection underlayment and/or fire barrier. StormSafe Anchor Sheet 48"wide ASTM D4601 A synthetic anchor sheet manufactured of polypropylene woven fabric coated on both sides with polypropylene. Ruberoid®20 39.37" ASTM D6163 SBS polymer-modified asphalt base (1 meter)Wide sheet reinforced with a glass fiber mat. Ruberoid®Mop Smooth 39.3+7" ASTM D6164 Non-woven polyester mat coated (1 meter)Wide with SBS polymer-modified asphalt and smooth surfaced. NOA No.: 15-0203.24 Expiration Date: 09/15/19 Mian�nnoe COUNTY Approval Date: 05/14/15 3 Page 2 of 17 Test Product Product Dimensions_ Specification Description Ruberoid®Mop Smooth 1.5 39.37" ASTM D6164 Non-woven polyester mat coated (1 meter)Wide with SBS polymer-modified asphalt and smooth surfaced. 1 EverGuardO TPO Coated 4'x 10'sheets Proprietary 24 gauge steel with a 25 mil thick Metal GAF TPO for edge detailing. ' EverGuard Extreme®TPO 4'x 10'sheets Proprietary 24 gauge steel with a 25 mil thick Coated Metal GAF TPO for edge detailing and designed for advanced protection against heat aging and UV degradation. EverGuare TPO Cover 6"x 100' Proprietary GAF TPO laminated to white butyl Tape 10 x 100 tape primarily used for edge metal details. •..• EverGuare TPO Cover 6"x 100' Proprietary Flashing strip margrfaitured fr8a..• unreinforced GAF TPO laminated to • Tape Heat-Weld' a•• •060* a six inch wide strjp,, M the Strip with a self-adhered and ha if O .. re • .... strip with a heat-wekkAe edge;%s.*d • for edge metal deMji V: 04060, of 000 a EverGuard Extreme®TPO 6"x 100' Proprietary Flashing strip mary4f*Vjured fr% see*:* unreinforced GAS TP(0 desigpd for ° Cover Tape Heat-Weld' ' advanced protect on�against . heat aging and Ulldegradatiom,•0 •••; Laminated to a six inch wide Strip, i half the strip with a self-adhered side and half the strip with a heat- weldable edge;used for edge metal details. EverGuare TPO Detailing 24"x 50' Proprietary Unreinforced flashing material Membrane manufactured from GAF TPO. I EverGuard Extreme®TPO 24"x 50' Proprietary Unreinforced flashing material Detailing Membrane manufactured from GAF TPO designed for advanced protect against heat aging and UV degradation. EverGuard®TPO Flashing Various Proprietary Reinforced flashing membrane Strip manufactured from GAF TPO. 4 E k EverGuard Extreme®TPO Various Proprietary Reinforced flashing membrane Flashing Strip manufactured from GAF TPO designed'for advanced protection against heat aging and UV ' degradation. NOA No.: 15-0203.24 Expiration Date: 09/15/19 MIAWDADECOUNWM Approval Date: 05/14/15 Page 3 of 17 Test Product Product Dimensions SSnecification Description EverGuar&TPO Pourable 9"x 6"x 4" oval Proprietary Pourable sealer pocket is molded Sealer Pocket with 3"base flange with GAF TPO compound to a nominal 70 mil thickness designed ' for waterproofing irregular shaped roof penetrations. E EverGuard Extreme®TPO 9"x 6"x 4"oval Proprietary Pourable sealer pocket is molded Pourable Sealer Pocket with 3"base flange from GAF TPO designed for ; advanced protection against heat aging and UV degradation compounded to a nominal 70 mil thickness designed for waterproofing irregular shaped roof penetratiop; • EverGuard®TPO RTA 6"x 100'roll Proprietary Reinforced GAF TP0 ftmbfam-••• •••• • (Roof Transition Anchor) with pressure sensjji;aadhesi a.... StripTM primarily used to seciII�.m embrar; transitions from tha field to vertical •••••• surfaces. 0.00 •• 0.00• . . ...... . ... ..... EverGuard®TPO Split Pipe 1"-2" Proprietary Reinforced GAF TM Aembrain• 0••0.0 Boot 311- 5" split to accommodat&most commpn • „ 0 . . • 611- g pipes and conduits. ••••• EverGuard Extreme®TPO 111-211 Proprietary Reinforced GAF'f0E0 desi944fol :•••0 Split Pipe Boot 311-5" advanced protection against lfwt'0 0 611- 811 „- 811 aging and W degradation split to accommodate most common pipes and conduits. EverGuare TPO Square 4”x 4" Proprietary Reinforced GAF TPO with split Tube Wrap 4"x 6" design overlap to be wrapped around 6"x 6" square or rectangular tubing. EverGuard Extreme® TPO 4"x 4" Proprietary Reinforced GAF TPO designed for Square Tube Wrap 4"x 6" advanced protection against heat 6"x 6" aging and UV degradation with split design overlap to be wrapped around square or rectangular tubing. EverGuard®TPO Corner Various Proprietary Corners fabricated from reinforced Curb Wrap GAF TPO. EverGuard Extreme®TPO Various Proprietary Comers fabricated from reinforced Corner Curb Wrap GAF TPO.designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Scupper 4"x 6"x 12" Proprietary Scupper manufactured from coated 8"x 10"x 12" metal and unreinforced GAF TPO. EverGuare TPO T-Joint 100,patches per box Proprietary T-Joint patch manufactured from Cover Patch unreinforced GAF TPO. g NOA No.: 15-0203.24 MIAMFDADE COUNTY Expiration Date: 09/15/19 Approval Date: 05/14/15 Page 4 of 17 Test Product ' Product Dimensions Specification Description EverGuard Extreme®TPO 100 patches per box Proprietary T-Joint patch manufactured from T-Joint Cover Patch unreinforced GAF TPO designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Vent 2 vents per'carton Proprietary Vent manufactured from reinforced GAF TPO membrane and galvanized steel. t S . EverGuare TPO T-Top 4"or 6" Proprietary Vent manufactured from reinforced Vent GAF TPO membrane and galvanized steel. EverGuare TPO Walkway Rolls'/8"x 30"x 50' Proprietary Standard duty TPO walkway joNsp• Rolls • EverGuard®TPO Inside 6"x 6"x 5'/4 Proprietary Inside corner maim€ac►Wed WV ....:. Corner unreinforced GAP40. •- EverGuard Extreme®TPO 6"x 6"x 5'/4" Proprietary Inside corner mahufaattn•ed ftor% • Inside Comer unreinforced GAC-TPG desired for ..:..' advanced protectl6n*gainst heat ••••;• aging and UV depra don. ' EverGuard®TPO Vent Boot i" -6"o.d. Proprietary Vent pipe boot molded from VAV ...... 6 pcs. crtn. TPO and supplie&*itlf stain],eSs.• • steel clamping rings. EverGuard Extreme®TPO 1"-6"o.d. Proprietary Vent pipe boot molded from GAF Vent Boot 6 pcs. crtn. TPO designed for advanced ' f protection against heat aging and UV 1 degradation and supplied with stainless steel clamping rings. } EverGuard®TPO Universal Various Proprietary Universal comers manufactured Corners from GAF TPO that are heat seamable and designed to accommodate both inside and outside comers of base and curb flashings manufactured from GAF TPO. ' EverGuard Extreme®TPO Various Proprietary Universal corners manufactured Universal Corners from GAF TPO that are heat seamable and designed to accommodate both inside and outside comers of base and curb ° flashings manufactured from GAF ' TPO designed for advanced protection against heat aging and UV degradation. j NOA No.: 15-0203.24 MIAMMDADEGOUNTY Expiration Date: 09/15/19 • Approval Date: 05/14/15 Page 5 of 17 Test Product Product Dimensions Specification Description EverGuard®TPO Expansion Various Proprietary Low profile joint cover Joint Cover manufactured from reinforced GAF TPO. ' EverGuard®TPO Cut Edge 1 quart squeeze tube Proprietary Clear solvent based sealant for TPO Sealant cut edges. I EverGuard®TPO Drain Various Proprietary Spun aluminum drain pre-flashed with non-reinforced GAF TPO. EverGuare TPO Seam -1 gallon Proprietary Solvent based seam cleaner. Cleaner EverGuard®TPO Standing 6" Proprietary A white butyl tape. Seam Tape I ego* EverGuare TPO Batten 10' length Proprietary Accessory applied oNer-GAF iWo ....:0 Seam Profile 1 1/i"base roofing system to vAigl tea Aaudi'ng •o 1 1/4"vertical rib seam metal roof.•..:.. . • EverGuard®TPO Standing 10' length Proprietary Accessory applies ib GAF:?VO' ' Seam Profile 1 '/z"base roofing systems tQ;vvvlate a ••;•• 1 1/4"vertical rib standing seam metal iObf. • EverGuare TPO Fluted 8"diameter nominal Proprietary Flashing for ougideW4mers of 11ase • ' Corner .05"non-reinforced and curb flashing mapufactiedsom •••••• non-reinforced W TPO. EverGuard Extreme®TPO 8"diameter nominal Proprietary Flashing for outside corners dfbase Fluted Corner .05"non-reinforced and curb flashing manufactured from non-reinforced from GAF TPO designed for advanced protection against heat aging and UV degradation. ' Topcoat®Membrane 1, 5 or 55 gallons ASTM D6083 Acrylic,water based elastomeric membrane system designed to protect various types of roof surfaces. Topcoat®TPO Red Primer 1 gallon Proprietary Tinted primer used on TPO to improve adhesion of Topcoat® coatings. TopCoae FireOut'Fire 5 or 55 gallons Proprietary Low VOC,water-based fire barrier Barrier Coating coating. NOA No.: 15-0203.24 `MIAMI -DADECOUNTY Expiration Date:,09/15/19 • • Approval Date: 05/14/15 Page 6 of 17 1 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard'Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard`RA Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard'RH Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard'RN Polyiso Polyisocyanurate foam insulation GAF Insulation 0000 EnergyGuard7 Perlite Roof Perlite insulation board • GX •••• 0 0 0 0 0 0 , , .. . . . • Insulation . 0000.. • . DensDeck®Roof Board Gypsum board Georgia P j�0*,�ypsum LLC 0 . Securock®Gypsum-Fiber Roof Gypsum board United Mates Gypsdm '. 000. • 0000 . .. 00.00 Board QjrMation 0 0 0 @0000 • 00 . . 0 Securock®Glass-Mat Roof Board Gypsum board Unite gates Gypsum ' " 0• Corpb*tion'0 0000.'. . .0.0.0 . . .0000. .. . .. . . . . . . 0 { NOA No.: 15-0203.24 CMIAMADE COUNTY Expiration Date: 09/15/19 • Approval Date: 05/14/15 Page 7 of 17 1 t APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill Tee'#12 Fasteners Phillips head,modified #12 x 8"max. GAF buttress thread,pinch point, length,#3 Phillips carbon steel fastener for use head in steel or wood decks.With CR-10 coating.Available with a pinch point or drill point. 2. Drill-Tec'#14 Fasteners Truss head,self-drilling, #14 x 16"ma,-,„ GASP•••• pinch point,high thread length,#3 Phillip• .000: ••••;• • fastener for use in steel,wood head ...•.. .000.0 0000.. or concrete decks. **so** GAS 0000.. 3. Drill-Tec"'3" Standard Galvalume®coated steel 3"Round •....0000' •• • Steel Plate stress plate for use with 000000 • •• 0000. 0 0 • ... 0000. approved Drill-Tec' " •• •••' •••••• 0000.. fasteners. • 4. Drill-Tec'3"Ribbed Round Galvalume®plated 3"Round: ••• SAF"' ,••••• Galvalumel Plate(Flat) steel stress plate with ;••••, 0000.. reinforcing ribs for use with Drill-Tec'fasteners. 5: Drill-Tec'AccuTrae Galvalume®steel plate with 3" square; .017" GAF Recessed Plate recess for use with Drill-Tec' thick fasteners. 6. Drill-Tec""ASAP 3S Drill-Tec'#12 Fastener with See components GAF Drill-Tee'3" Standard Steel Plate. 1 7. Annular Ring Shank Nails 12 gage,annular ring shank Nail:Min.1-1/4" Generic &Tin Caps nails with 32 gage galvanized length Miami-Dade corrosion resistant stress Tin Caps:Min. Approved plate. 1-5/8"Dia. 1 3 NOA No.: 15-0203.24 MIAMMADECOUNWM Expiration Date: 09/15/19 1 Approval Date:'05/14/15 Page 8 of 17 v f EVIDENCE SUBNIlTTED: Test Agena/Identifier Name Report Date UL LLC R10689 UL 790 03/14/13 a R1306 UL 790 05/22/13 Factory Mutual Research Corp. FM 4470 3B9Ql.AM 01/08/98 FM 4470 3020588 03/24/04 3032811 12/11/08 3041535 06/08/11 3036980 08/14/14 IRT-ARCON TAS 114 02=005 01/18/01 TAS 114 04-025 07/13/04 Exterior Research and Design,LLC TAS 114 02762.03.05• 03/20701. •••••• TAS 114 01515.02.06-..- 02/9§7O4 •• 0000.. PRI Construction Technologies LLC ASTM D6878/TAS 131 GAF-426-02-df•:• 01/27/14 •••••• 0000.0 . . •. ASTM D6878/TAS 131 GAF-423-02-01... 011;7114 ;•••• ASTM D6878/TAS 131 GAF-501-02-01...• 01/27714• 0000. ASTM D1970 GAF-343-02-01•:--: '04/;9/t2: ••• ASTM D1970 GAF-344-02-Q? •• 04/25112• ••••;• ASTM D1970 GAF-275-02-4f•: 11/11/f0 • TAS 114 GAF-435-02-Q8 ••O1/gWM• ,•••• TAS 114 GAF-435-02-07.• 01/28114 ASTM D6083 GAF-065-02-01 07AWS• ASTM D6083 GAF-082-02-01 06/10/10 ASTM D1289 GAF-369-02-01 10/22/12 ASTM D2178 GAF-315-02-01 08/23/11 ASTM D2178 GAF-314-02-01 08/23/11 ASTM D6083 GAF-084-02-01 05/09/06 ASTM D6083 GAF-499-02-01 03/12/14 TAS 114 GAF-369-02-04 10/23/12 ASTM 6083 GAF-276-02-OIREV 01/04/11 ASTM D226 GAF-270-02-02 11/15/10 TAS 114 GAF-514-02-07 05/12/14 TAS 114 GAF-514-02-03 05/12/14 TAS 114 GAF-514-02-04 05/12/14 TAS 114 GAF-514-02-05 05/12/14 TAS 114 GAF-514-02-02 05/12/14 Trinity I ERD ASTM D4601 G121110.12.08 12/02/08 ASTM D6163 G43180.01.14-1 01/10/14 ASTM D6164 G31360.03.10 03%31/10 Momentum Technologies,Int. ASTM D6083 EX14A3A 02/26/04 NOA No.: 15-0203.24 MIAMI•DADE COUNTY Expiration Date:,09/15/19 ••1• Approval Date: 05/14/15 Page 9 of 17 r i APPROVED ASSEMBLIES: Membrane Type: TPO Deck Type 1I: Wood,Insulated i Deck Description: 19/32" or greater plywood or wood plank 1' System Type A: All layers of insulation are adhered to a mechanically attached anchor sheet. Membrane adhered to insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. ' Fire Barrier: Topcoat FireOut'Fire Barrier Coating or VersaShield®Fire-Resistant Roof (Optional) Deck Protection applied per manufacturer instructions. •.... ®#75 ri-Ply®#75 Base Sheet,GAFG1,41, 20 ' •'•' •• Anchor sheet: GAF • tima"°Base Sheet,GAFGLAS®Stratavent®Eliminator NailWr"44se ;••••• '. Sheet,Ruberoid®20,Ruberoid®Mop Smooth or Ruberoid®Mop Smooth 1.5 • mechanically fastened(through the fire barrier when present)tq.t1-&- oo ` deck with Miami Dade approved annular ring shank nails and ted*at a •• ••••• spacing of 9" o.c. at the lap staggered and in two rows 12" o.c-jj1 �i�•field.. :' One or more layers of any of the following insulations. • Insulation Fasteners Fhstengr""' •••••• Insulation Layer (Table 3) '..D•ansity/ftz :....: EnergyGuard71N Polyiso Insulation,EnergyGuard'RA Polyiso Insulation,EnergyGuax4—R&•••• Polyiso Insulation,EnergyGuard'T'RN Polyiso Insulation N/A Minimum 1"thick N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved asphalt within the EVT range and at a rate of 20-40 lbs/100 ff or%" to 1"wide ribbons spaced at 6" o.c.of OlyBond500®,OlyBond 500®Green or OlyBond®Adhesive at a rate of 1 gal/100 ft'. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: EverGuare Freedom'TPO with RapidSeam Technology adhered to insulation with a minimum 6 side lap fully self-adhered and rolled with a weighted roller. t Or EverGuard®Fre or EverGuard Extreme®Freedom"''TPO HW aMe—red to insulation and rolled with a weighted roller. The 3"side laps are sealed with a 1.5"wide heat weld for automatic machine welding. Weld width shall be a minimum 2"width for hand welding. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions. Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes., 2. Topcoat'Membrane applied at 1 to 1.5 gal./sq. 3. Topcoat®TPO Red Primer applied at 0.5 gal.Jsq.prior to applying Topcoat`®Membrane. w Maximum Design Pressure: -45 psf.(See General Limitation#7) NOA No.: 15-0203.24 V Expiration Date: 09/15/19 MIAMI-DARE COUNTY Approval Date: 05/14/15 ' Page 10 of 17 e # - I I Membrane Type: TPO Deck Type 1I: Wood,Insulated Deck Description: Min. 19/32"thick CDX plywood secured 6"o.c.with 8d ring shank nails to supports spaced maximum 24"o.c. System Type C: Insulation mechanically attached;membrane adhered to insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. f Fire Barrier: Min. 1/4"thick DensDeck®Roof Board, Securock®Gypsum-Fiber Roof Board (Optional) or Securock®Glass-Mat Roof Board;min. 0.75"thick EnergyGuard,Perlite Roof Insulation thick preliminary fastened to deck with 4 fasteners per board.... or VersaShield®Fire-Resistant Roof Deck Protection or TopcoatFireOut' •.• ••••• Fire Barrier Coating applied per manufacturer instructions. '• ••• .• 006.0. One or more layers of any of the following insulations. `• 0000.. • Insulation Layer Insulation Fasteners •••%stenes. •••• (Table 3) "Dtnsity/�t2 •0 EnergyGuard"''Polyiso Insulation,EnergyGuard'RA Polyiso Insulation,EnergY�uaddTM 1W ;•; ••:..' Polyiso Insulation,EnergyGuard""RN Polyiso Insulation •• '••••• Minimum 1.5"thick 1,3,5,6 :• f1; 0000.. 0000.. Note: All layers of insulation shall be simultaneously fastened through the optio;w.?,Ce 0 barrier(when present) into the wood deck;see insulation layer above for fasteners and •6 ••• t. density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: EverGuard®Freedom'TPO with RapidSeam'T'Technology adhered to insulation with a minimum 6"side lap fully self-adhered and rolled with a weighted roller. Or EverGuard®Freedom'TPO HW or EverGuard Extreme®Freedom'TPO'HW. adhered to insulation and rolled with a weighted roller. The 3"side laps are sealed with a 1.5"wide heat weld for automatic machine welding.Weld width shall be a minimum 2"width for hand welding. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions. Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuare TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. Topcoat®Membrane applied at 1 to 1.5 gal./sq. 3. Topcoat®TPO Red Primer applied at 0.5 gal./sq.prior to applying Topcoat® Membrane. Maximum Design Pressure: -52.5 psf.(See General Limitation#7) NOA No.: 15-0203.24 M[AMI DAD COUNTY Expiration Date: 09/15/19 • Approval Date: 05/14/15 Page 11 of 17 Membrane Type: TPO Deck Type 1I: Wood,Insulated Deck Description: Min. 19/32"thick CDX plywood secured 6"o.c.with 8d ring shank nails to supports spaced maximum 24"o.c. System Type D(1): Insulation is preliminary attached to roof deck,anchor sheet is mechanically fastened through the insulation into the deck.Membrane is fully adhered to the anchor sheet. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements-and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: Min. ' "thick DensDeck®Roof Board, Securock®Gypsum-Fiber Roof Board ard (Optional) or Securock®Glass-Mat Roof Board;min. 0.75"thick EnergyGuard"Perlite .... • Roof Insulation loose laid or VersaShiele Fire Resistant Roof De:k•, •••• •• Protection or Topcoat FireOut'Fire Barrier Coating applied pej man•factutr.. . instructions. •••••• .... .. ...... One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners F&stener. .•• ••. (Table 3) •• Trensityl'I:' ••• EnergyGuard'Polyiso Insulation,EnergyGuard'RH Polyiso Insulation • Minimum 1"thick N/A N/A:...:. •••• • • • Note:Insulation is preliminarily fastened to roof deck.Please refer to Roofing Ap�iiic�tion ,.•.00•.• •••••• Standard RAS 117 for insulation attachment. Anchor sheet: StormSafe'"Anchor Sheet is mechanically fastened through the insulation into the wood deck with Drill-Tec7 3"Ribbed Galvalume Plate(Flat)and Drill- Tec"#14 Fasteners spaced 8 in. o.c.along the 4 in.wide side laps and 8 in. in two staggered rows in the field of the sheet(14-5/8"row spacing). Membrane: EverGuard®Freedom'TPO with RapidSeam'Technology adhered to the anchor sheet with a minimum 6" side lap fully self-adhered and rolled with a weighted roller. Or EverGuare Freedom TPO HW or EverGuard Extreme®Freedom'TPO HW adhered to the anchor sheet and rolled with a weighted roller. The 3" side laps are sealed with a 1.5"wide heat weld for automatic machine welding. Weld width shall be a minimum 2"width for hand welding. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions. Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuare TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 1 2. Topcoat®Membrane applied at 1 to 1.5 gal./sq. 3. Topcoat®TPO Red Primer applied at 0.5 gal./sq.prior to applying Topcoat'Membrane. Maximum Design Pressure: -60 psf. (See General Limitation#7) NOA No.: 15-0203.24 Expiration Dater 09/15/19 MIAMI•DADE CODU Approval Date: 05/14/15 Page 12 of 17 , { . r Membrane Type: TPO Deck Type 1I: Wood,Insulated Deck Description: Min. 15/32 in.thick CDX plywood secured 6 in.o.c.at panel ends and intermediate supports with 8d ring shank nails to wood supports spaced 24" r' O.C. System Type D(2): Insulation is preliminary attached to roof deck,anchor sheet is mechanically fastened through the insulation into the deck.Membrane is fully adhered to the anchor sheet. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: Min. 1/4"thick DensDeck'Roof Board, Securock'Gypsum-Fiber Roof Board (Optional) or Securock'Glass-Mat Roof Board;min. 0.75"thick EnergyGuard"Perlite Roof Insulation thick loose laid or VersaShield'Fire Resistant.Roof Deck •:,.*••.• •••••• Protection or Topcoat FireOut'Fire Barrier Coating applied ph niadufacturer . instructions. •••i•• • 0000•• 000.00 • • • One or more layers of any of the following insulations. •••••• Insulation Layer Insulation Fasteners •:**Vastener . •..• .. . ..... (Table 3) .....Rensity/4 2.•. ••;.,• EnergyGuard"Polyiso Insulation,EnergyGuard"RH Polyiso Insulation ..'..• •..• •••••. Minimum 1"thick N/A ••••••N/A • Note: Insulation is preliminarily fastened to roof deck.Please refer to Roofing Aiplication :•••:• •••••. • Standard RAS 117 for insulation attachment. .•.••• Anchor sheet: StormSafe'Anchor Sheet is mechanically fastened through the insulation into• the wood deck with Drill-Tec"3"Ribbed Galvalume Plate(Flat),Drill-Tec- 3" Standard Steel Plate,Drill-Tec"AccuTrac'Recessed Plate or Drill-Tec"3" Steel Plate and Drill-Tec"#14 Fasteners spaced 18 in.o.c.along the 4 in.wide base sheet side laps and 18 in. in two staggered rows in the field of the sheet (14-5/8"row spacing). Membrane: EverGuard'Freedom"TPO with RapidSeam Technology adhered to the anchor sheet with a minimum 6"side lap fully self-adhered and rolled with a weighted roller. Or 4" EverGuard'Freedom'TPO HW or EverGuard Extreme'Freedom'TPO HW adhered to the anchor sheet and rolled with a weighted roller. The 3"side laps are sealed with a 1.5"wide heat weld for automatic machine welding.Weld width shall be a minimum 2"width for hand welding. Surfacing: Chosen components must be applied in'accordance with manufacturer's (Optional) application instructions. Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard'TPO Batten Seam Profile or EverGuare TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building. Codes. 2. Topcoat'Membrane applied at 1 to 1.5 gal./sq. 3. Topcoat'TPO Red Primer applied at 0.5 gal./sq.prior to applying Topcoat'Membrane. Maximum Design , Pressure: -45 psf. (See General Limitation#7) NOA No.: 15-0203.24 CMIAMI• A�e couwrr Expiration Date: 09/15/19 Approval Date: 05/14/15 Page 13 of 17 ' Membrane Type: TPO Deck Type 1I: Wood,Non-Insulated 9 Deck Description: Min. 15/32 in.thick CDX plywood secured 6 in.o.c.at panel ends and intermediate supports with 8d ring shank nails to wood supports spaced 24" O.C. 4- System Type E(1): Anchor sheet mechanically attached to roof deck.Membrane is fully adhered to the anchor sheet. ' All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: VersaShield®Fire Resistant Roof Deck Protection or Topcoat FireOut'Firs*000 • . . .... ...... (Optional) Barrier Coating applied per manufacturer instructions. . . . . ...... Anchor sheet: StormSafeT"'Anchor Sheet is mechanically fastened to wood da zW-94h Drill- . . Tec'3"Ribbed Galvalume'Plate(Flat)and Drill-Tec`#M Fasteners spaced, •' 18 in.o.c.along the 4 in.wide side lap and 18 in. in two staggertd"ws in the•• ••;•• ... ..... field of the sheet(14-5/8"row spacing). ... . ..•. Membrane: EverGuard®Freedom`TPO with RapidSeam'Technology a(VeT xo the •• anchor sheet with a minimum 6"side lap fully self-adhered an�rolled witty rt..:. ...... weighted roller. .. .. . Or EverGuard®Freedom'TPO HW or EverGuard Extreme®Freedom TPO HW adhered to the anchor sheet and rolled with a weighted roller. The 3" side laps are sealed with a 1.5"wide heat weld for automatic machine welding. Weld width shall be a minimum 2"width for hand welding. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions. Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile ' installed in accordance with manufacturer's specifications and applicable Building Codes. 2. Topcoat®Membrane applied at 1 to 1.5 gal./sq. 3. Topcoat®TPO Red Primer applied at 0.5 gal./sq.prior to applying Topcoat`'Membrane. Maximum Design Pressure: -45 psf.(See General Limitation#7) NOA No.: 15-0203.24 MIAMMADE COUNTY Expiration Date:' 09/15/19 Approval Date:' 05/14/15 Page 14 of 17 Membrane Type: TPO Deck Type 1I: Wood,Non-Insulated Deck Description: Min. 19/32"thick CDX plywood secured 6"o.c.with 8d ring shank nails supports spaced 24"o.c. System Type E(2): Anchor Sheet is mechanically attached to the deck. Membrane is fully, adhered to the anchor sheet. All General and System Limitations apply. Roof accessories not'listed in Table 1 of this'NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: VersaShield'Fire Resistant Roof Deck Protection or Topcoat FireOui,Fire (Optional) Barrier Coating applied per manufacturer instructions. •• Anchor sheet: StormSafe'Anchor Sheet is mechanically fastened to wood dqck yAlh Diifl•0 Tec"3"Ribbed Galvalume Plates(Flat)and Drill-Tec' #14 FasfenerS spacod A;• • in.o.c. along the 4 in.wide side laps and 8 in. in two staggerer Qw*I n the' field of the sheet(14-5/8"row spacing). 0 0 0 0. 1 ... :••'•• . Membrane: EverGuard'Freedom'TPO with RapidSeam'Technology is ailheted to the •0 ••,•• anchor sheet with a minimum 6"side lap fully self-adhered an�t�v�fe+d with a . - , .. . 0000.. weighted roller. 000.0. • Or • • • • 0000.. EverGuard'Freedom"'TPO HW or EverGuard Extreme®FreCdoge.TPO:00000 0 0 HW adhered to the anchor sheet and rolled with a weighted rolrel. ?he 3".' 0 0 0000.. • I side laps are sealed with a 1.5"wide heat weld for automatic machine 0 welding.Weld width shall be a minimum 2"width for hand welding. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions. Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard'TPO Batten Seam Profile or EverGuard'TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. + 2. Topcoat'Membrane applied at 1 to 1.5 gal./sq. 3. Topcoat'TPO Red Primer applied at 0.5 gal./sq.prior to applying Topcoat'Membrane. Maximum Design Pressure: -67.5 psf.(See General Limitation#7) a: NOA No.: 15-0203.24 MIAMI•DADE COUNTY Expiration Date: 09/15/19 • Approval Date: 05/14/15 Page 15 of 17 z Membrane Type: TPO Deck Type 1I: Wood,Non-Insulated Deck Description: Min. 15/32 in.thick CDX plywood secured 6 in.o.c.at panel ends and intermediate supports with 8d ring shank nails to wood supports spaced 24" O.C. System Type E(3): Anchor sheet is mechanically attached to the deck.Membrane is fully adhered to the anchor sheet. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: VersaShield®Fire Resistant Roof Deck Protection or Topcoat FireOuf'Firs..... (Optional) Barrier Coating applied per manufacturer instructions. "" "•••• . ... . ...... Anchor sheet: StonmSafe"'Anchor Sheet is mechanically fastened to wood de ..rk�ith Miami • Dade approved tin-caps and nails at 6" o.c. in the 4" laps and 6:".e.-in two.. .• :"•' equally spaced staggered rows in the field(14-5/8"row spacing?••• • •• ••••• ...... . ... ...... Membrane: EverGuard®Freedom'TPO with RapidSeam Technology adbef ed to the••.• 0 0 0•:• ' anchor sheet with a minimum 6"side lap fully self-adhered anj soiled with a . .' . . . . .:...0 weighted roller. 1�..... Or . . . ...... EverGuard®Freedom'TPO HW or EverGuard Extreme®Fred mTO TPOfM 0• ' adhered to the anchor sheet and rolled with a weighted roller. The 3"side laps are sealed with a 1.5"wide heat weld for automatic machine welding. Weld width shall be a minimum 2"width for hand welding. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions. Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard'TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. Topcoat®Membrane applied at 1 to 1.5 gal./sq. 3. Topcoat®TPO Red Primer applied at 0.5 gal./sq.prior to applying Topcoat®Membrane. Maximum Design Pressure: -45 ps£(See General Limitation#7) x 9 NOA No.: 15-0203.24 MIAMI-DADS COUNTY Expiration Date: 09/15/19 ... Approval Date: 05/14/15 Page 16 of 17 t � WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4,Tri-Ply®Ply 4 and GAFGLAS®FlexPlyT"6 when used as a mechanically fastened base or anchor sheet. 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 QMf••. foam insulations when the base sheet is fully mopped.If no recovery board is used the•t>'ase sheet*• *Soo:* '•': shall be applied using spot mopping with approved asphalt, 12"diameter circles, or irir•• •••; mopped 8"ribbons in three rows,one at each side lap and one down the center of0the:shheet 0 ,allowing a continuous area of ventilation. Encircling of the strips is not acceptable•*¢"bre¢k0 •• 0•000.. shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt appli catidii of eitHb *0• 0 0:0 0• system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of c¢50psE •0 00000 000 •0 • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic rorce:(F')value of 0 0 0 0:0 275 lbf.;-as tested in compliance with Testing Application Standard TAS 105. If the Ja%tener value, • as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 00 • 0.0 0.0• 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 incompliance 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 and/or RAS 137.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 corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended comers and comers). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida' Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE , NOA No.: 15-0203.24 MIAMI•DADE COUNTY Expiration Date: 09/15/19 '''• • Approval Date: 05/14/15 Page 17 of 17 MIAMI-DiADE MUM-DADE COUNTY zz PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) «wwmiamidade.�ov/economy Dynamic Metals,LLC 3201 SE Dominica Terrace Stuart,FL 34997 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 hay.0 tisproduct or material tested for quality assurance purposes.If this product or material fails to perform itt 14e accept cd'd1'dtlner,the•• • manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify.pr suspendbe use • of such product or material within their jurisdiction. RER reserves the right to revoke this aceepfance,if it is. • determined by Miami-Dade County Product Control Section that this product or material fails+tonnc et tha s equiremenp•••• of the applicable building code. 000 •• This product is approved as described herein,and has been designed to comply with the Floi; MlildingEojle; *0000 ' including the High Velocity Hurricane Zone of the Florida Building Code. . DESCRIPTION: Englert Series 1300 Aluminum Panel over Wood Deck • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state a; foltowing 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 consists of pages 1 through 9. - k The submitted documentation was reviewed by Hamley Pacheco,P.E. _.J NOA No: 16-1003.04 MM MIAMI-DADS WCOUNTY Expiration Date: 11/10/21 • ' Approval Date: 11/10/16 + F Page 1 of 9 ROOFING ASSEMBLY APPROVAL Roofing Sub-Ca e2ory Metal,Panels(Non-Structural) Material: Aluminum Deck Type: Wood Maximum Desien Pressure See Table A Below TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: ' f Test Product Product Dimensions Specifications Description Series 1300 1=various TAS 110 Aluminum,preformed,standing seam, w= 16"or 20" TAS 125 coated panels. Thickness=0.032 **so Min.Yield Strength: 24 ksi •• 6000• ...... Series 1300 6"Clip 1=6-1/4" TAS 114 Corrosion resistaq.fpAcd, skWodips for •, W= 1_1/2" metal panel instaVat;;: 0 . • h= 1-11/16" •••• •• • :••••: • a • • • Thickness Min.=0.024" "'• •• ••••• ...... . ... ..... Series 1300 Two 1=3" TAS 114 Corrosion resistaiA,%wwd piecd V01419, •••••• Piece Floating Clip W=3/4" stainless steel clips-fpi metal panel .• • ....:. %" installation. h= 1- :000:0 Thickness Min._ •••••• •• • •• • • • Top: 0.015" •..••• Base: 0.030" Series 1300 3"Clip 1=3" Corrosion resistant,formed,steel clips for W= 13/16 1 metal panel installation h= 1 J/8- Thickness Min.=0.024" Trim Pieces 1=varies TAS 110 Standard flashing and trim pieces. w=varies Manufactured for each panel width. Thickness=0.032" TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specifications Description Manufacturer 1Bostik 70 0-5A N/A TAS 110 Heavy duty construction Bostik,Inc. adhesive. 1 a NOA No: 16-1003.04 MIAMI•DADE COU Expiration'Date: 11/10/21 • Approval Date: 11/10/16 Page 2 of 9 I i EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Architectural Testing,Inc. 01-32797.01 TAS 100 11/05/98 46064.01-122-18 TAS 125 07/21/11 B8192.01-109-18 R2 TAS 125 02/01/13 Hurricane Test 0155 0404-04 TAS 125 05/21/04 Laboratory,Inc. ' BASF ASTM G23 11/15/04 ASTM B117 ATI/Intertek F1488.01-109-18 TAS 125 05/05/16 0000 •0 6 000. 000000 000.00 • . 0000.. 066..0 .060 60 • 666606 0000 6. 6666,. 0000.. 0000 .. .. .. . 000006 .66.66 00 . 0•000.• • ' 0 00..16 • . . 0 • 0 ` •• • 0004,00 66.60. 00 0 r r a• 1, NOA No: 16-1003.04 MIAMMDADE COUNTY Expiration Date: 11/10/21 Approval Date: 11/10/16 Page 3 of 9 1 10 APPROVED ASSEMBLIES: System A-1: Series 1300 Metal Roof Panels 16"wide Deck Type: Wood,Non-Insulated Deck Description: New Construction 19/s2"or greater plywood or wood plank. Slope Range: 2": 12"or greater Maximum Uplift See Table A below Pressure: Deck Attachment: Deck shall be attached in accordance with applicable Building Code,but in no case shall it be less than 8d x 2-1/2"galvanized ring shank roofing nails spaced 6"o.c.at roof perimeter and field. In reroofing,where the deck is less than 19/32"thick(Minimum 15/32")the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type lI installed with a muiihift 4" side-lap and 6"end-laps.Underlayment shall be fastened with corrosion resistant 32 gauge••:• tin-caps and 12 gauge 1-1/4"annular galvanized ring-shank roofi4&jWlp,spajed 4-o.c.at...;• all laps and two staggered rows 12"o.c.in the field of the roll. Or,.32y approved 0000.. underlayment having a current NOA. •••• •• • 0000 0 Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a currentfe diretot •kstingo ••• fire ratings of this roofing system assembly as well as the locatim of the fire 11ce L;within•••• the assembly. See Limitation# 1. •••••• ' • 0000.. .Valleys: Valley construction shall be in compliance with Roofing Applicitio8•Standatd RAS 133:....; and with Englert's current published installation instructions. •••••• Metal Panels and Install the "Series 1300 Panel" and accessories in compliance with the current published Accessories: installation instructions and details in Englert's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Each roof panel is attached to the plywood substrate along it's male rib using the approved Series 1300 6"Clip(6-1/4"long x 1-'/2"wide x 1"/16"tall)located 3"from each panel end ` and at a spacing as listed in Table A below. Each clip is attached to substrate with four(4) corrosion resistant#10 self tapping pan head screws of sufficient length to penetrate through the sheathing a minimum of 3/16". Attach adjacent panel by placing the female rib over the male rib and clip. Standing seams ` shall be mechanically seamed to a full 180 degree seam,(double lock) TABLE A MAIdMUM DESIGN PRESSURES (Roof Areas Field Perimeter and Cornerimum Desi n Pressures -55 sf -123.5 sf imum Cli S acin 24"o.c. 8"o.c. Extrapolation shall not be allowed - NOA No: 16-1003.04 7 MIAMMADE COU Expiration Date: 11/10/21 • ' Approval Date: 11/10/16 Page 4 of 9 System B: Series 1300 Metal Roof Panels 16"or 20"wide Deck Type: Wood,Non-Insulated Deck Description: New Construction 19732"or greater plywood or wood plank. Slope Range: 2": 12"or greater Maximum Uplift See Table B below Pressure: Deck Attachment: Deck shall be attached in accordance with applicable Building Code,but in no case shall it be less than 8d x 2-1/2"galvanized ring shank roofing nails spaced 6"o.c.at roof perimeter and field. In reroofing,where the deck is less than 19/32"thick(Minimum"/32")the above attachment method must be in addition to existing attachment. a Underlayment: Minimum Underlayment shall be an ASTM D 226 Type H installed with a minimum 4" side-lap and 6"end-laps.Underlayment shall be fastened with corrosion resistHf32 gau&e••.• tin-caps and 12 gauge 1-'/4"annular galvanized ring-shank rooft a4s,spaced•"o.c.at ,• all laps and two staggered rows 12"o.c. in the field of the roll. QF.spy apptVVW ....:• underlayment having a current NOA. • Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a cut'fent*, 3Oe director}+Tisting fC ••• fire ratings of this roofing system assembly as well as the location ofge fire bat withll'1••' the assembly. See Limitation# 1. 00. • •• Valleys: Valley construction shall be in compliance with Roofing Applicittion Standatd RAS 133 and with Englert's current published installation instructions. : .0• •••••• Metal Panels and Install the "Series 1300 Panel" and accessories in compliance with the current published Accessories: installation instructions and details in Englert's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Each roof panel is attached to the plywood substrate along it's male rib using the approved Series 1300 Two Piece Floating Clip(3"long x 3/4"wide x 1-'/2"tall)located 3"from each panel end and at a spacing as listed in Table B below. Each clip is attached to substrate with two(2)corrosion resistant#10 self tapping pan head screws of sufficient length to penetrate through the sheathing a minimum of 3/16". Attach adjacent panel by placing the female rib over the male rib and clip. Standing seams shall be hand crimped to a 90 degree single lock,then mechanically seamed to a full 180 degree seam,(double lock). TABLE B MAIIiMUM DESIGN PRESSURES i Roof Areas Field Perimeter and Corner' Perimeter and Corners Maximum Design Pressures -101.25 sf -142.5 sf -180 psf Maximum Clip Spacing 16"o.c. 8"O.C. 8"o.c. 'Bostik 70-05A Adhesive None None 2 1/8"beads in seam 1. Extrapolation shall not be allowed NOA No: 16-1003.04 MIAMI•DADE COU Expiration Date: 11/10/21 ' ' Approval Date: 11/10/16 Page 5 of 9 System C: Series 1300 Metal Roof Panels 16"or 20"wide Deck Type: Wood,Non-Insulated Deck Description: New Construction 19/32"or greater plywood or wood plank. Slope Range: 2": 12"or greater Maximum Uplift See Table C below Pressure: Deck Attachment: Deck shall be attached in accordance with applicable Building Code,but in no case shall it be less than 8d x 2-1/2"galvanized ring shank roofing nails spaced 6"o.c.at roof perimeter and field. In reroofing,where the deck is less than 19/32"thick(Minimum is/32")the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall'be an ASTM D 226 Type II installed with a minimum 4" side-lap and 6"end-laps.Underlayment shall be fastened with corrosion resistant2 gauge tin-caps and 12 gauge 11/"annular galvanized ring-shank6roof�ng nails,spaced 66• o.c.at all laps and two staggered rows 12"o.c. in the field of the rek.' Or,an}.. .�approved 0• 00 underlayment having a current NOA. "'•" 000000 606000 6 0 666666 Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a currytt fafp diregtory4isting 0 0 for fire ratings of this roofing system assembly as well as the locafibh0of the fire barrier ••••6666. • . ... 66:66 ' within the assembly. See Limitation# 1. • ' • 66 66 66 . 666666 Valleys: Valley construction shall be in compliance with Roofing Applic;Fioa tandard R'AS 133 • • and with Englert's current published installation-instructions. 0 0 ;:000:0 6 6 . 666666 .. . 00 0 0 0 Metal Panels and Install the "Series 1300 Panel" and accessories in compliance with the curreatipmblished Accessories: installation instructions and details in Englert's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. 1. Each roof panel is attached to the plywood substrate along it's male rib using the approved clips located 3"from each panel end and at a spacing as listed in Table C below. Clips are attached using#10 self-tapping pan head screws of sufficient length to penetrate through the sheathing a minimum of 3/16". 2. Attach adjacent panel by placing the female rib over the male rib,and clip. Standing seams shall be mechanically seamed to a full 90 degree seam, (single lock) TABLE C MAxm um DESIGN PRESSURES Roof Areas Field Perimeter and Cornerl Maximum Design Pressures -86 sf -97.5 sf. Panel Clip Series 1300 3"Clip Series 1300 6"Clip i 2 screws per clip) 4 screws per clip) Maximum Clip S acin 12"o.c. 8"o.c. Bostik 70-05A Adhesive 1 1/8"beads in seam 1/8"beads in seam 771 1. Extrapolation shall not be allowed NOA No: 16-1003.04 t MIAMMADE COUNTY Expiration Date: 11/10/21 • ' Approval Date: 11/10/16 Page 6 of 9 SYSTEM LEMTATIONS 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e.field,perimeters, and comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and comers). 3. Panels may be rolls formed in continuous lengths frdm eave to ridge.Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo,and/or model. . . 0000 0000.. MIAMI•DADE COUNTY 4 • , ...� � 0000.. • 0000.. . 0000.. 0400*0 0 0000.. 5. All products listed herein shall have a quality assurance audit in accordance with the Floridn$uildirV bode and 4• • Rule 61G20-3 of the Florida Administrative Code. • 6. Panels may be jobsite roll formed with machine model#4560615 from Englert,Inc. ..4..4` '..• •••••• 0000.. 0000.. a r 4 NOA No: 16-1003.04 MIAMIOADE COUNTY Expiration Date: 11/10/21 , Approval Date: 11/10/16 Page 7 of 9 a PROFILE DRAWINGS 16" • . . .... ...... SERIES 1300 METAL PANEL •••• • •• ••••" •••••• • •.• •.••• •• •• •• • •e•••• • 1-00( • • 111/16" • • •••••• 1.75" • • • t 0 8 0 00 a 6-1/4"",00 t 1-50" 0.80" 1" SERIES 1300 6"CLIP SERIES 1300 TWO-PIECE FLOATING CLIP { SERIES 1300 3"CLIP t NOA No: 16-1003.04 MIAMMDADE COUNTY Expiration Date: 11/10/21 Approval Date: 11/10/16 Page 8 of 9