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RF-20-502AT,,63,,2,b--v OZ .� 1 I I 6N0 �ORlO�' Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores FL 33138 issue Date: 3/11 /2020 Permit No. RF-03-20-502 Type: Roof Wotwass- Mew Expires: 09/08/2020 INSPECTION REQUESTS: (306)762-4949 or log on at https://bldg.msvfl.gov/energov_prod/selfservice POST ON SITE Requests must be received by 3:30pm WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM 1122320280540 SATURDAY 8:00AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY . NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION . Owner's Name: Juan Rivera Owner's Phone: Job Address: 10659 NE 10TH PL Total Square Feet: 5,000 Miami Shores, FL 33138 rotal Job Valuation: $ 45,000.00 Contractor(s) Phone Address PRAXIS INDUSTRIES INC (305)777-8911 9221 E BAY HARBOR DR STE 30 Description: RE -ROOF. TILE TO STANDING SEAM METALAND FLAT ROOF i91 tw sys.,.. z `c WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCIN[; Wnuv no INSPECTION RECORD Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap In -Progress Roof installation Roofing Final Shutters Attachment Final Shutters Rails and Guardrails ADA compliance WINDOWS :DOORS DATE "INSP INSPECTION DATE I INSP Attachment DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss D tificatien STRUCTURAL COMMENTS DATE I INSP Excavation INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough IN Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final AlarmOR— PLUMBING INSPECTION I DUE-71 INSP Rough Water Service 2°d Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pvvl Heater Final Vacuum MECHANICAL COMMENTS Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 10659 NE LOTH PL, Miami Shores, FL 33138 Contacts Issue Date: 03/11/2020 Parcel Number 1122320280540 Permit NO.: RF-03-20-502 Permit Type: Roof Work Classification: Metal Permit Status: Approved Expiration: 09/08/2020 Juan Rivera Owner 10659 NE 10 PL PRAXIS INDUSTRIES INC Contractor WAS LEKAKOS 9221 E BAY HARBOR DR STE 30 Business: 3057778911 mikec2852@gmail.com Home: 7864883141 Description: RE -ROOF. TILE TO STANDING SEAM METAL AND Valuation: $ 45,000.00 e uests: Inspection lion R9 FLAT ROOF Total Sq Feet: 5,000.00 Fees Amount Application Fee - Other $50.00 CCF $27.00 DBPR Fee $5.25 DCA Fee $3.50 Education Surcharge $9.00 Planning and Zoning Review Fee $35.00 Roofing Fee $300.00 Scanning Fee $12.00 Technology Fee $8.75 Total: $450.50 Building Department Copy Payments Date Paid Amt Paid Total Fees $450.50 Credit Card 03/06/2020 $50.00 Check # 395 03/11/2020 $400.50 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, -DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the forego'. inf90 ion is accurate and that all work will be done in compliance with all applicable laws ermore regulating construction and zoning. Futh, I: ri € above named contractor to do the work stated. Authorized Signature: Owner / / Agent Date March 11, 2020 Page 2 of 2 RECEIVED "-Al Miami Shores Village F�A-F-IL- Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 BUILDING PERMIT APPLICATION F-IBUILDING ❑ ELECTRIC ROOFING l�Ri, 2020 1 -[0 �}—U FBC '20 �� _' \ Master Permit No. K C ; ` a_ b v Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: IOC r' A,�E /D /'L g25s41-t'S City: Miami Shores County: Miami Dade Zip: 3p/38 Folio/Parcel#: //- 72 3'Z " d' 2 9 Is the Building Historically Designated: Yes NO Occupancy Type: J, W Load: Construction Type: lids Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): rXW'Lj 1 1a6 aA Phone#: 2 -740 Address: A,�/06 d9 /V d" /O .�i . City: /;7f* 7 ► rltoX G='S State: lrL . Zip: .3.31 J g�- Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: &azi ,Ijozwr w le /,(,( Phone#: {3d/-! 4efo Address: A99 S A)6- /l S S'j fizz/ City: State: >a �_, Zip: 3 /G Qualifier Name: �L/ /?S t!EiC�Ik d 1' Phone#: ��� ' 4 • �/ /f r State Certification or Registration #: Gc.G / .32 if L.J 4 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone Address: City: State: Zip: Value of Work for this Permit: $ 4 � O ey Square/linear Foota a of Work: At . Type of Work: El Addition El Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: �� y1r,C �/ti 1�0 Specify color ofrr \\color thru tile: Submittal Fee $ e V Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ r5()`�()•� TOTAL FEE NOW DUE $ Y:Y � (Revised02/24/2014) 4 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occ 7J days after the building permit is issued. In the absence of such posted notice, the inspection will no be appro d a reinsp ction fee will be charged. Sign Signature rovl/NIER�� CONTRACTOR The foregoin instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 4 day of Mmat,6,0' 201ty by _4 day of /14Corc,4 20,, by JJAnJ '41JEf?*1 , who personal) kno AAC Le-K-f-00 S who i er a y kno n to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: o��Y PO MICHAELCRITCHLEY Notary Public - State of Florida Seal: ;;ost�rv•., MICHAELCRITCHLEY _ ' Y�.: Notary Public •State of Florida A.: ` Commission 9 GG 329690 '+Ce" Commission # GG 329690oF My Comm. Expires May 1, 2023 IIVV Fjyynn rpp�� ����..,.. 'MCyo�mm�1i pp 1 e� ##iit���}jWc#r0Ulil �j't �t�t�Ik1Ki�F+�>��Q%l� !ii!!i ��o�uuuu [[[[rrllr ili!!#i#i#iiili#i #ii!! 1R !ti! ail ational Notary Assn. APPROVED BY I Plans Examiner �7f-ZO Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 4 Aj- Ajoen ?o?.a 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: d&WO knife a A Property Address:_ Aodrg A�67 /o Roofing Permit Number: Dear Building Official: I Ton-" Aug"e.4 certify that I am not required to retrofit the roof to wall connections of my building because: �e just valuation for the structure for purpose of ad valorem taxation is less than $300,000,00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) ciJh�J �i d r /1 A Si Vatu4' Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of ( P&O 2o2,$) ot�Y °0 MICHAEL CRITCHLEY Notary Public - State of Florida o`s Commission # GG 329690 Notary Public, Sate of Florida at LargeoF �' My ComM,.:z�ires May ,, 2023 Bonded throL;h National Notary Assn. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the budding was not constructed wdh FBC nor a 9 SFBC. Then you must provide a budding application from a General Contractor for the Roof to Wall connection Humcarte Md'gation. Revised on 5/21/2009 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2232-028-0540 Property Address: 10659 NE 10 PL Miami Shores, FL 33138-2103 Owner JUAN FERNANDO RIVERA Mailing Address 10659 NE 10 PL MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS: 2 LIVING UNITS Beds / Baths / Half 3/3/0 Floors 1 Living Units 2 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 3,635 Sq.Ft Lot Size 18,525 Sq.Ft Year Built 1947 Assessment Information Year 2019 2018 2017 Land Value $454,262 $454,262 $454,262 Building Value $157,424 $214,278 $215,678 XF Value $7,679 $7,778 $7,878 Market Value $619,365 $676,318 $677,818 Assessed Value 1 $619,365 $676,318 $677,818 Benefits Information Benefit Type 120191 2018 2017 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 S5FT LOT 2 ALL LOT 3 & N57.5FT LOT 4 BLK 4 LOT SIZE 142.50 X 130 OR 19729-4248 05 2001 1 Generated On: 3/3/2020 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $569,365 $626,318 $627,818 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $594,365 $651,318 $652,818 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $569,365 $626,318 $627,818 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $569,3651 $626,318 $627,818 Sales Information Previous OR Sale Price Book- Qualification Description Page 01/28/2016 $100 34 0 Corrective, tax or QCD; min consideration 01/28/2016 $780,000 29947 Qual by exam of deed 2873 09/01/2003 $0 21723- Sales which are disqualified as a result of 3004 examination of the deed 05/01/2001 $210,000 19729- Sales which are qualified 4248 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 0 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit Number Process Number Contractor's Name �I /S Ctjtt:�U L -S�sC _ . . .... ...... Job Address 0 Inc . D� . •I j�; POA. ►4 L • • ROOF CATEGORY •••••• •• •• •••••• Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/gdagsive Sete, • • • • • • Asphalt Shingles ® Metal Panels/Shingles ❑ Wood Wifi les/Shaltd!' • • • ...... . ..... Is there an existing Roof Top Solar System? (' Yes (' No Will it be reinstalled? ('*Yes o• • • • • • • ...... LVAO Are there gas vents on the roof? (' Yes (` No Type? ❑Natural 4. LPGX:' 0. -000" • •• . • ROOF TYPE " ' "'' • •....' ❑ New Roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑ Recovering ROOF SYSTEM ROOF INFORMATION Low Slope Roof Area (fe) Z Q5a Steep Slope Roof Area (ft2) 28"60 Total (ft) 4' 8M , Section B (Roof Plan) Sketch the Roof Plan: Illustrate all levels and sections, roof drain, scuppers, overflow scuppers and overflow drains. Include dimeglionj of sections and levels, clearly identify dimensions of elevated pressure zones and locations of parapets. C Mqy 0 6 2'2� j D z `n 7 ,z � 0 O m 7 m s i _sue J j f Cn 123_01-48 4/19 ( l 5 x SECTION 1524 ..•. HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFI�ATJQN FONRF30FING• • • •; • CONSIDERATIONS • ...... .... ...... ...:.. 1524.1 Scope. As it pertains to the section, 4 is the responsibility of roofing contractor t4provide theaver wiiK"": the required roofing permit, and to explain to the owner the content of the section. Ttie+pewisions ofiSGotion R44G3 • • govern the minimum requirements and standards of the industry for roofing system inst g4ns. AgditipAgIly, the -: • - following items should be addressed as part of the agreement between the owner arftihd9eontractoi* She'ownerV • • ; • initial in the designated space indicates that the item has been explained. " •' • • • . . .. . ...... .: :0*00: X 2 Renailing wood decks: When replacing roofing, the existing wood roof deCka.-'have to • r nailed i n accordance with the current provisions of Section R4403. (The roof deck is usually ncealed prior to removing the existing roof system). 1 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking viewed from below. The owner may wish to maintain the architectural appearance; therefore, n , roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is no *dvedoano overloaded from a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow up actor a with the requi m is of Sections R4402, R4403 and R4413. �4 !F M�.4 2oto erlA en Signature Date Contractor Signature Date /06 S'f Nr /'0 Al. 4y#-4Af r` sna ass Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; Metal Roof System MIAM"M Miami -Dade County HVHZ Electronic Roof Permit Form Section D Metal Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Coastal Metal Roofing Sales, LLC Notice of Acceptance Number: 19-0710.02 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: -39.1 p 2: 8.1 p T100.7 •• ...... .. .. • Maximum Design Wind Pressures, (From the NOA Specific system): -165 psf • • • • • • . .... . Fill in the specific roof assembly components. If a component is not required, insert not app►jcA41e (Na)9ip,Vle text box. • ...... .... ..... Roof Slope: F3-] "/12" Roof Mean Height: 12 ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: 16 " o/c Perimeters: 12 " o/c Corners.- 12 " o/c Number of screws required per clip: F Perimeter Width: ® ft. Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: #10 X 1" Pancake Screw Deck Type: 1--5/8" Plywood- ..r ...... Optional Nailable Substrate: • • .. •... Optional Nailable Substrate Attachment Method: N/A Optional Insulation: N/A Optional Insulation Attachment Method: N/A Fire Barrier: GAF Versahield Underlayment Type: 30 Felt Paper Underlayment Fastener Type: 1-1/4" Ring Shank Nail Optional Peel & Stick Membrane: Metal Roof Panel: DMC 150 SS Drip Edge Size & Gauge.- -3" face 24 ga.--01 Drip Edge Material Type: -Galvinized Metal-- n Drip Edge Fastener Type: 1-1/7 Ring Shank Nail Hook Strip/Cleat gauge or weight - Select Hook Stri7 h1IAMN MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Coastal Metal Roofing Sales, LLC . . .... ...... 225 SW 2nd Avenue Homestead, FL 33030 ...... .. .. ...... .... ••.• • . SCOPE: • This NOA is beingissued under the applicable rules and regulations governing the use of rgns action p •trials. ha • • • PP � g g 1J4g lr �.... documentation submitted has been reviewed and accepted by Miami -Dade County RER - Pwduat'Conttbl %cVon to.te... • used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdictiar��AHJ). . . .. . ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Courty Rroduct lvontcdl Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the rigs t•to'have thus• product or material tested for quality assurance purposes. If this product or material fails to perform i11•ttlb accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: DMC 150 SS — 0.032" Aluminum Panel over Plywood deck 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 10 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 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 19-0710.04 HMMMADECOUNTY Expiration Date: 07/25/2024 Approval Date: 07/25/2019 Page 1 of 10 ROOFING SYSTEM APPROVAL: Category: Sub -Category: Material: Deck Type: Maximum Design Pressure Roofing Metal, Panels (Non -Structural) Aluminum Wood •••• —180.00 psf • • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLIC*4* ;: • • • Test Prdddet • • • • Product Dimensions Specifications Desc Tian ; • DMC 150 SS — 0.032 Length: various TAS 110 Aluminum standing seam a ltl panel. Aluminum Panel Height: 1-1/2" •• • Width: 16" Thickness 0.032" Min Yield Strength: 16ksi 26 ga. DMC 150SS Length: 2" Stainless steel panel clip used for the field conditions Fixed Clip Height: 1-5/8" of DMC 150 SS panel assembly System A. Width: 3/4" Thickness: 26ga Continuous Clip Base: Two piece panel clip (base and upper clip) used for Length: 120" the perimeter and corner conditions of DMC 150 SS Height: 1-1/4" panel assembly System A. Width: 1" Thickness: 24ga Upper Clip: Length: 5.045" Height: 0.929" Width: 0.40" Thickness: 26ga 24 ga. DMC 150SS Length: 2-1/4" One piece panel clip used for the field conditions of Fixed Clip Height: 1-5/8" DMC 150 SS panel assembly System B. Base Width: 15/16" Thickness: 24ga 22 ga. DMC 150SS Length: 6-1/4" One piece panel clip used for the perimeter and Fixed Clip Height: 1-5/8" corner conditions of DMC 150 SS panel assembly Base Width: 3/4" System B. Thickness: 22ga NOA No.: 19-0710.04 Expiration Date: 07/25/2024 Approval Date: 07/25/2019 Page 2 of 10 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specifications Description Bostik 70-05A N/A TAS 110 Heavy duty construction adhesive. EVIDENCE SUBMITTED: . . .... ... ... 9 . Test Agency Test Identifier Test Name/Rtp4tr • • •Hate • • • • • • Akzo Nobel Coatings, Inc. Lab Form •..... ASTM G 1S3• Y ; • • • • • .... PRI Asphalt Technologies, Inc. AKZC-001-02-01 ASTM B 117• • • •'10/08/02• • ; • • AKZC-001-02-02 """ "' • • • • • • AKZC-001-02-03 AKZC-001-02-04 • AKZC-001-02-05 . . .. . ...... • DMC-005-02-01 TAS 1 fS •' .. A4/26/ 13: • • • • ; DMC-008-02-01 TAS 100 • • 4XI24113 Architecural Testing 56842.01-122-18 TAS 125 08/03/05 Architecural Testing 56842.02-122-18 TAS 100 08/02/05 Hurricane Test Laboratory, Inc. 0287-0513-07 TAS 125 05/10/07 NOA No.: 19-0710.04 Expiration Date: 07/25/2024 Approval Date: 07/25/2019 Page 3 of 10 APPROVED ASSEMBLIES: System A: DMC 150SS — 0.032" Aluminum 16" wide Panel 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 A below .. • . Pressure: •••••• •• •• ...... Deck Attachment: In accordance with applicable Building Code, but in no case shaUat be less t44a $d anntraf • • ring shank nails spaced 6" o.c. In reroofing, where the deck.isless tARR-149732" think.. (Minimum 1'/32") The above attachment method must be in addAiWtaexistilig attachmeiatt:.. .. .. .. . ...... Underlayment: Minimum underlayment shall be an ASTM D 226 Type I1 instaUed with a minimum 4" .. side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps.:. and 12 gauge 1 1/4" annular ring -shank nails, spaced 6" o.c. at al), tops anQ tVl•v stagged �d rows 12" o.c. in the field of the roll or any approved underlaymetif haling a Gflffflq NOS • .... Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with the current published installation instructions and details in DMC Association of Regional Manufacturers Installation Manual. Metal Panels and Install the " DMC 150SS — 0.032" Aluminum 16" wide Panel' including flashing Accessories: penetrations, valleys, end laps and accessories in compliance "DMC Association of Regional Manufacturers" current, published installation instructions and in compliance with the minimum requirements detailed in Roofing Application Standard RAS 133. Field Conditions: Panels shall be secured along the male rib with approved clips fastened with two corrosion resistant #10 pancake head fasteners of sufficient length to penetrate through the sheathing a minimum of 3/16". The panel clips shall be located at the maximum spacing listed in Table A below. TABLE A MAximum DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —71.25 —106.75 Maximum Clip Spacing 12" o.c. 6" o.c 2 Cup 26 ga. DMC 150SS Fixed Clip Continuous Clip Mechanical Seam 1800 1800 1. Extrapolation shall not be allowed 2. Screws are alternated between one (1) and two 2) at the o.c. spacing NOA No.: 19-0710.04 Expiration Date: 07/25/2024 Approval Date: 07/25/2019 Page 4 of 10 System B: DMC 15OSS — 0.032" Aluminum 16" wide Panel 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 B below • • • • Pressure: _ _ • Deck Attachment: In accordance with applicable Building Code, but in no case shaft A bra less tnd 8; annular •' • ring shank nails spaced at a maximum distance specified below i 'cable B. In reroofing#..: where the deck is less than 19/32" thick (Minimum 15/32") The ab6j�*ap* chmentAigthod mu t • be in addition to existing attachment. .... .,;..' Underlayment: Minimum underlayment shall be an ASTM D 226 Type II igsjglje"d with a minimum 4"�:' side -lap and 6" end -laps. Underlayment shall be fastened with cotroffion rg�istagit tin-c.P.s and 12 gauge 1 '/a" annular ring -shank nails, spaced 6" o.c. at all laps and ft. Staggered • rows 12" o.c. in the field of the roll or any approved underlaymellUhaving a c a "out N04* •; Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with the current published installation instructions and details in DMC Association of Regional Manufacturers Installation Manual. Metal Panels and Install the "DMC 150SS — 0.032" Aluminum 16" wide Panel' including flashing Accessories: penetrations, valleys, end laps and accessories in compliance "DMC Association of Regional Manufacturers" current, published installation instructions and in compliance with the minimum requirements detailed in Roofing Application Standard RAS 133. Panels shall be secured along the male rib with approved Panel clip listed below in Table B with two corrosion resistant #10 pancake head fasteners of sufficient length to penetrate through the sheathing a minimum of 3/16". The panel clips are to be placed at a spacing listed below in Table B. The female rib of panel is placed over the male/clip assembly and seamed. See Detail B herein. TABLE B MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —90.00 psf —180.00 psf Plywood Fastener Spacing 6" o.c. 4 o.c. Clip Type 24 ga. DMC 150SS Fixed Clip 22 ga. DMC 150SS Fixed Clip Maximum Clip Spacing 16" o.c. 8" o.c. Bostik Seam Sealant None 1)1/4" bead Mechanical Seam 1800 1800 1. Extrapolation shall not be allowed NOA No.: 19-0710.04 Expiration Date: 07/25/2024 Approval Date: 07/25/2019 Page 5 of 10 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. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fasteniWargnhanced pressure zones (i.e. perimeters, extended comers and corners). .' "" • • • •; • 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum len Mopll be as 4escribei ui .. Roofing Application Standard RAS 133 YYYY .... ; • • • •; Y • • Y YYYY YYYY YYYYY 4. All panels shall be permanently labeled with the manufacturer's name and/or lc@ob.r4y and .gjtV, and 4t4 ., • following statement: "Miami -Dade County Product Control Approved" or with the Miami bade %a&tp Prodw ... Control Sea] as seen below. All clips shall be permanently labeled with the manutittim's name and/or logo, Y. and/or model. • • • • • 000000 Y . YY Y . Y .YYYY. CMIAMI-MDADEMCQ= YY Y YYYY . Y ' YYYY' 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 6. Panels may be jobsite roll formed with machine model # 181012761 from DMC Association of Regional Manufacturers. NOA No.: 19-0710.04 Expiration Date: 07/25/2024 Approval Date: 07/25/2019 Page 6 of 10 1/2' 3/8" PROFILE DRAWINGS 16" DCM 150 SS - 0.032" ALUMINUM PANEL • • •; • • 26 GA & 24 GA DMC 150 SS FIXED CLIP CONTINUOUS CLIP NOA No.: 19-0710.04 Expiration Date: 07/25/2024 Approval Date: 07/25/2019 Page 7 of 10 1 3,, T 8 22 GA DMC 150 SS FIXED CLIP 18' NOA No.: 19-0710.04 Expiration Date: 07/25/2024 Approval Date: 07/25/2019 Page 8 of 10 DETAIL A (Field Conditions) / v \ / F . 4 d (Perimeter and Corner Conditions) 6.. O.C. tYp• ` #10 pancake head screws alternating quantity between 2 and 1 every 6" o.c. typ. NOA No.: 19-0710.04 Expiration Date: 07/25/2024 Approval Date: 07/25/2019 Page 9 of 10 DETAIL B DMC 150SS PAn DMC 150SS CI (2) 910 - 13 x 1" PH UNDERLAYME SUBSTRA (Field Condition Seam Detail) CORNER DMC INSS PAN DMC 15OSS CI (2)#1D-13x1"PH UNDEROAYMEI SUBSTRA (Perimeter and Corner Condition Seam Detail) END OF THIS ACCEPTANCE .... . . . . .. . . .... . 0000 NOA No.: 19-0710.04 Expiration Date: 07/25/2024 Approval Date: 07/25/2019 Page 10 of 10 TGFU.R15279 - Roofing Systems http://database.ul.com/cgi-bin/XYV/template/LISEXT/IFRAME/s... Page Bottom See General Information for Roofing Systems DREXEL METALS, INC. 6930 SAN TOMAS RD, SUITE A ELKRIDGE, MD 21075 USA TGFU.R15279 Roofing Systems Roofing Systems OTHER SYSTEMS •••••• Class A • • • • • • • Metal panels identified as "DMC 5-V, DMC 200S, DMC 175S, DMC 150SL, DMC 150SS, DMC 100SS, DMC 490SL•and D C*140@ S". •••• One or more layers of Elk Corp. "VersaShield Underlayment," mechanically fastened, may be used in lieu of the Barrier Board in all combustible Classifications. 1. Deck: C-15/32 Incline: Unlimited Impact: Class 4 Barrier Board: — 1/4 in. min. G-P Gypsum DensDeck® with all joints staggered a min of 6 in. from the plywood joints. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — — Coated Steel, aluminum or copper roofing panels, mechanically fastened or with steel screws when roof deck fasteners (panel clips) not required. 2. Deck: NC Incline: Unlimited Impact: Class 4 Barrier Board: — 1/4 in. min. G-P Gypsum DensDeck®. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Coated Steel, aluminum or copper roofing panels, mechanically fastened or with steel screws when roof deck fasteners (panel clips) not required. 3. Deck: NC Incline: Unlimited Impact: Class 4 Barrier Board: — 7/16 OBS or 5/8 in. plywood over polyisocya nu rate insulation board or polyisocyanu rate composite boad, any thickness. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Coated Steel, aluminum or copper roofing panels, mechanically fastened or with steel screws when roof deck fasteners (panel clips) not required. 4. Deck: NC Incline: Unlimited Impact: Class 4 Insulation: — Polyisocyanurate, glass fiber, perlite or wood fiber, any thickness. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Coated Steel, aluminum or copper roofing panels, mechanically fastened or with steel screws when roof deck fasteners (panel clips) not required. 1 of 2 10/24/17, 10:34 AM TGFU.R15279 - Roofing Systems http://database.ul.com/cgi-bm/XYV/template/LISEXF/IFRAME/s... 5. Deck: NC Incline: Unlimited Impact: Class 4 Insulation: — None required, however any UL Classified insulations may be used over open purlin spans. Any combination and any total thickness of insulation may be used. Surfacing: — Coated Steel, aluminum or copper roofing panels, mechanically fastened or with steel screws when roof deck fasteners (panel clips) not required. 6. Deck: C-15/32 Incline: Unlimited Impact: Class 4 Barrier Board: — 1/4 in. min. G-P Gypsum DensDeck@ with all joints staggered a min of 6 in. from the plywood joints. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Coated Steel, aluminum or copper roofing panels, mechanically fastened or with steel screws when roof deck fasteners (panel clips) not required. Class C Coated steel panels (surfacing) Identified as "DMC 5-V", "DMC 200S", "DMC 175S", "DMC 150SL", "DMC 100NS". Aluminum panels identified as "DMC 175S". Copper panels identified as "DMC 100SS". Deck: C-15/32 Incline: Unlimited • • •••• •••••• "DMC 150SS'? "DMCA06L;and •••••• • •• •• •••••• •••• •••••• •••• •••• ••••• •• •• •• • •••••• • Surfacing: —Coated Steel, aluminum or copper roofing panels, mechanically fastened or with heel scpews when�ro•fdeck • • ••: • fasteners (panel clips) not required. �•� • •. •• • •••• �s•••• Last Updated on 2017-10-13 � • Questions? Print this page Terms of Use Page Top © 2017 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: "© 2017 UL LLC". 2 of 2 10/24/17, 10:34 AM Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT': APPLICATION FORM AND ATTACH TAk.. REQUIRED DOCUMENTS AS NOTED BELOW!*** Roof System Required Sections of the Permit Application Form AttachmentS3tequire See List BdlbW Low Slope Application A,B,C 1,2,3,4 5,6, • • •. Prescriptive BUR41AS 150 ABC 4,5,6,7 '..' : Asphaltic Shingles A,B,D 1,2A5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3A.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2AS,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations Re-Roofin On 7.1 Any Required Roof Testing/Calculation Documentation Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slowed Roof Svstem) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, iden* as'NA`) System Mamdec tuw. GAF MATERIALS CORP NOA No.: 18-0919.12 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 42.8 Prnax2: 71.7 pmax3: 108.0 SYSTEM 11 OPTION #1 Max Design Pressure, From the Spew NOA -45 System: Deck: PLYWOOD Type: Gauge/Thicimess:5/8" MINIMUM Slope: 1 /8` 12 Andxw/Sase Sheet & No. of Ply(s):1 PLY 75 # BASE Anchor/Base Sheet Fastener/Bonding Material: 12 GA ANNI11 AR Ric Neu c &U- - 7CAPS Insulation Base Layer. POLYISOCYANURATE Base Insulation Size and Thickness: 2.0" 4'x4' Base HP F @PadBonding Material: Top Insulation Layer. N/A Top Insulation Sine and Thickness: N/A Top N/A Fastener/Bonding Material: 1 PLY PERFORATED STRATAVENT Base Sheet(s) dI No. of Ply(s): Base Sheet Fastener/Bonding Materiel: LOOSE I AID Ply Sheet(s)b No. of Ply(s): 1 PLY GAF RUBER010 20 Ply Sheet Fastener/Bonding Material: HOT ASPHALT Top pN. GAF MINERAL SURFACED CAP SHEET Top Ply Fastener/ Bonding Material: HOT ASPHALT Surfacing: N/A Fastener Spacing for AnchodBase Sheet Attachment Field: $ ' oc a Lap. # Rows 2 Q 8 oc Perimeter. 6 ' oc ® Lap, # Rows 4 e 6 ' oc Comer: 6 ' oc a Lap, # Rows 4 @ SL' oc Number of Fasteners Per Inlulftfgn 9000 Board • • e ...... e. ee NIA Field Perimeter C3%t" • Illustrate Components Noted'01d • • • • Details as Applicable: % • • • ; • • Woodblocking, Gutter, Edge ' Teflfilnation, • • • Stripping, Flashing, Continuous; L'IQat; Cant • Strip, Base Flashing, Counter- Fleshing: e • e • Coping, Etc. • • • Indicate: Mean Roof Height, Parapet height, .... Height of Base Flashing, Component Material'....' Material Thidmess, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. FT. GAF MINERAL SURFACED CAP SHEET sxa DRIP 2e GA GALV Parepet RUSEROID 20 Heiitht PERFORATED STRATAVENT FT,1 11 PLY OOD MIN 5/8" Mean Roof Height IPOLYISO 2 " 4X4 75# Base Sheet WICK SOV Of GAF HUberoid ZU 2X6X10 PT WOOD BLOCKING FASTENED WITH #12 OMG DECK SCREWS @ 8" O.C. STAGGERED ROOFING SYSTEMS I UL Product iQ �j Page 1 of 1 20. Dec C-15/32 Incline: 1 Ba eet — One ply Tvpe G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" mechanically fastened. nsulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate. . mechanically fastened or hot mopped or adhered with OMG Inc "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One or more plies "RUBEROID® 20 Smooth", "Ruberoide 20 Plus Smooth" or "RUBEROID® HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet' or "GAFGLAOS • EnergyCapTM ineral-Surfaced Cap Sheet'. 9 0 • ..••.. •. •. https://iq.ulprospector.com/en/profile?e=148955 10/30/2019 MIAMF M�ADE MIAAII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street. Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami. Florida 33175-2474 B0:1RD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wiv%v.miamidade.eoi4economv GAF 1 Campus Drive ."". Parsippany, NJ 07054 • SCOPE: •••••• •• •• This NOA is being issued under the applicable rules and regulations governing the use g*6U structiop. � • materials. The documentation submitted has been reviewed and accepted by Miami-D9ck.C95nty UR ,. • Product Control Section to be used in Miami Dade County and other areas where allouad by the .... Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade (Vu*rV 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 purposeshf,tkis:productor material fails to perform in the accepted manner, the manufacturer will incur the expense of such testinin- - and the AHJ may immediate)} revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid* Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city. state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a reN ision 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 am.- other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. I5-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 1 of 67 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Categorv: Modified Bitumen Material: APP/SBS Deck Tyne: Wood Maximum Design Pressure: -105 psf. 000000 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APP * ' • ANT: •.. •.: TABLE 1 ***:so • Product Dimensions Test Specification PK'OWN6 . •' • • . De r • i n • 0.0 GAFGLAS' Ply 4 39.3T' ASTM D2178 •' • • Smooth surfaced asphaltic ply sheet : Tri-PIN4 Ph, 4 Pl• Sheet (1 meter) Wide 39.37" ASTM D2178 reinforced with fibergipsl mat. • Smooth surfaced asphaltit plv sbegt • GAFGLAST (1 meter) Wide 39.37" reinforced with fittrgljiSs mat. • • • Fie --,PIN,' 6 ASTM D2178 Smooth surfaced asollaltit ply slif.8t' • • (1 meter) Wide reinforced with fiberglass mat. GAFGLAS' #75 Base Sheet 39.37" ASTM D4601 Smooth asphaltic base or base/ply sheet Tri-Pl #75 Base Sheet (1 meter) Wide 39.37" ASTM D4601 reinforced with fiberglass mat. Smooth asphaltic base or base/ply sheet GAFGLAS' #80 Ultima' Base (1 meter) Wide 39.37" ASTM D4601 reinforced with fiberglass mat. Smooth asphaltic base or base/ply sheet Sheet (1 meter) Wide reinforced with fiberglass mat. GAFGLAS' Stratavent� 39.37" ASTM D4897 Smooth surfaced asphaltic perforated Perforated Venting Base Sheet (I meter) Wide venting base sheet reinforced with GAFGLAS® Stratavent' 39.37" ASTM D4897 fiberglass mat. Smooth surfaced asphaltic nailable venting Nailable Venting Base Sheet (1 meter) Wide base sheet reinforced with fiberglass mat. Ruberoid' HW 25 Smooth 39.37" ASTM D6163 Bottom side surfaced with granules. Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a fiberglass Ruberoid' HW Smooth 39.37" ASTM D6164 mat. Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a polyester Ruberoid' HW Granule 39.37" ASTM D6164 mat. Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polvester mat. Ruberoid' HW Granule FR 39.37" ASTM D6164 Fire retardant granule surfaced heat - (I meter) Wide welded SBS cap sheet reinforced with a Ruberoid" HW Plus Granule 39.37" ASTM D6164 polyester mat. Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid' HW Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced torch FR (1 meter) Wide applied SBS cap sheet reinforced with a polyester mat. CMIAMMADE COUNTY NOA No.: 18-0919.12 • • • • Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 2 of 67 Test Product Product Dimensions Suecification Description Ruberoid" EnergyCap' H W 1 meter ASTM D6164 Fire retardant granule surfaced hcat- Plus Granule FR (39.3T) Wide welded SBS cap sheet reinforced with a polyester mat. Cap sheet is factor- coated with TOPCOAT' EnergyCote— 0090 Elastomeric Coating. • . Ruberoid" Torch Smooth 39.37" ASTM D6222 Smooth surfaced torc'%gj1plIed APP.base. (1 meter) Wide or ply sheet reinforceA ith.a pol}t;t�t. , Tri-Plv'D APP Smooth 39.37' ASTM D6222 mat. ...... . Smooth surfaced for Iv applied APRaap,. Membrane (1 meter) Wide base or ply sheet reinforowwith a • • •. Ruberoid' Torch Granule 39.37' ASTM D6222 polyester mat. • • • • • • • •. • Granule surfaced torch applied APP tap' (1 meter) Wide sheet reinforced with 5W%*ester mat.. Tri-Plu' APP Granule Cap 39.37" ASTM D6222 Granule surfaced torch applied AQP cap. Sheet (1 meter) Wide sheet reinforced with a i° 1Mester mat." . Ruberoid' Torch Plus Granule 39.37- ASTM D6222 . .... Fire retardant granule surfaced torah. • • 0 FR (I meter) Wide applied APP cap sheet reinforced with a polyester mat. Ruberoid" EnergyCap' 39.37" ASTM D6222 Fire retardant granule surfaced torch Torch Plus Granule FR (1 meter) Wide applied APP cap sheet reinforced with a polyester mat. Cap sheet is factor_- coated with TOPCOAT' EnergyCote— Elastomeric Coating. Ruberoid' EnergyCap' 39.37" ASTM D6222 Fire retardant granule surfaced torch Torch Granule FR (1 meter) Wide applied APP cap sheet reinforced with a polyester mat. Cap sheet is facton, coated with TOPCOAT' Energ-,-Cote— Elastomeric Coating. Ruberoid'� 20 Smooth 39.37" ASTM D6163 SBS polymer -modified asphalt base or ply (1 meter) Wide sheet reinforced with a fiberglass mat. Rubcroid' 30 Granule 39.377' ASTM D6163 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid' 30 Granule FR 39.37-- ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid' 30 Plus Granule FR 39.37` ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid' Mop Granule 39.377' ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Tri-Ph•' SBS Granule Cap 39.37" ASTM D6164 Granule surfaced mop applied SBS cap Sheet (1 meter) Wide sheet reinforced with a polvester mat. Intec Flex PRF 39.37° ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid' Mop Smooth 39.37' ASTM D6164 Smooth surfaced mop applied SBS base (I meter) Wide sheet reinforced with a polyester mat. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 3 of 67 Test Product Product Dimensions Specification i n Ruberoid' Mop Smooth 1.5 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid' Mop Plus Smooth 39.37" ASTM D6164 Smooth surfaced mop applied SBS base or (I meter) Wide ply sheet reinforced with a polyester mat. Ruberoid' Mop Plus Granule 39.37" ASTM D6164 Granule surfaced mod applied SBS'cap . (I meter) Wide * • sheet reinforced witiv Ruberoid'Mop Plus Granule 39.377' ASTM D6164 ajAvester mat. Fire retardant granule spitas ed moo • FR (I meter) Wide applied SBS cap sheptCQVforced with a Ruberoid' EnergyCap' Mop 39.37" ASTM D6164 polyester mat. , , , , 0.0 0 Fire retardant granufeeirrfa'ced m89.,0. Plus Granule FR (1 meter) Wide applied SBS cap shwA saisiforced N144.o polvester mat. Cap slWet+s facto&volated with TOPCOAT' EpM,4 ote' . Elastomeric Coating •• • Ruberoid' Mop Granule FR 39.37" ASTM D6164 Fire retardant granul� swt4ced map• • • (1 meter) Wide applied SBS cap sheel'reinforced.Ntlthla. polyester mat. "" Ruberoid' EnergyCap— 30 39.37" ASTM D6163 Fire retardant granule surfaced mop Granule FR (I meter) Wide applied SBS cap sheet reinforced with a fiberglass mat. Cap sheet is factory coated with TOPCOAT' EnergvCotc— Elastomeric Coating. GAFGLAS' Mineral -Surfaced 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet Cap Sheet (1 meter) Wide reinforced with fiberglass mat. Tri-Ply' BUR Granule Cap 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet Sheet (1 meter) wide reinforced with a fiberglass mat. GAFGLAS® EnergyCap" 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet Mineral -Surfaced Cap Sheet (I meter) Wide reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT' Energy&te' Elastomeric Coating. TOPCOAT' Membrane 1.5 or 55 gallons ASTM D6083 Water based elastomeric coating. United Coatings' Roof Mate 1.5 or 55 ASTM D6083 Water -based elastomeric coating TCM Coating Gallons TOPCOAT", 5 or 55 gallons ASTM D6083 Solvent based thermoplastic rubber sealant Surface Seal SB designed to protect and restore aged roof surfaces and to increase roof reflectivity. United Coatings' Surface Seal 5 or 55 Gallons ASTM D6083 Solvent -based thermoplastic rubber SB Roof Coating sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. TOPCOAT' MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer used to block asphalt bleed -through. United Coatings' Roof Mate 5 or 55 Gallons Proprietary Water based. low VOC primer designed to MB Plus Coating block asphalt bleed -through. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 4 of 67 Test Product Product Dimensions Specification Description FireOut' Fire Barrier Coating 5 or 55 gallons Proprietary Low VOC, water -based fire barrier coating. Flex Seal" 1, 5 gallons TAS 139 Solvent -based elastomeric sealant. or 1 qt. tube VersaShield' Fire -Resistant 12" x 100' rolls ASTM D226 Non -asphaltic fiber4lass-based • • • • • • Roof Deck Protection •••• underlaNment and /or. fime. tp ier. • •••••• • • VersaShield' Solo" Fire- 42" roll wide, ASTM D 146, Non -asphaltic, fire rt9i%W fibergl'aSs • • • • • • • • Resistant Slip Sheet 100 ft. D828, D4869. underlayment "• • •' • D6757 r••• •••• ...... • Matrix' 102 SBS Membrane 3, 5 or 55 gallons ASTM D3019 ••• . Fiber reinforced rubberi•zed cold-aERo••he•d ••••I • Adhesive adhesive for modifm�d b4uthen rob s• • systems. • • 0 • • • • • • •• • •••••• • • • •• • • 60090 APPROVED INSULATIONS: •• •••• Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard' Polviso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'" Tapered Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard' RA Polviso Insulation Polyisocvanurate foam insulation GAF EnergyGuard' RH Polviso Insulation Polyisocyanurate foam insulation GAF EnergyGuard' RH Tapered Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard' RN Polyiso Insulation Polvisocyanurate foam insulation GAF EncrgyGuard' Perlite Recover Board Perlite recover board GAF EnergyGuard' Perlite Roof Insulation Perlite insulation board GAF EnergyGuard' RA Composite Polyiso Polyisocyanurate foam insulation GAF Insulation with high density fiberboard or permalite Structodek® High Density Fiberboard Roof High density fiberboard Blue Ridge Fiberboard, Inc. Insulation SECUROCKI Gypsum -Fiber Roof Board Gypsum board United States Gypsum Corp. SECUROCK' Glass -Mat Roof Board Gypsum board United States Gypsum Corp. DensDeck'i' Roof Board Gypsum board Gcorgia-Pacific DensDeck' Prime Roof Board Gypsum board Georgia-Pacific NOA No.: 18-0919.12 2 19 A4DE COUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 5 of 67 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dri11Jec' #12 Fastener Phillips head. modified #12 x 8" GAF buttress thread. pinch Max. Length • • `• point, carbon steel fastener #3 Phillips • • 0000 • for use in steel or wood head. • • • decks. With CR-10 • coating. Available with a ,... ;••••; pinch point or drill point. • • • • • ,,.. �.... ` ..... 2. Drill-Tec'°' #14 Fastener Truss head, self -drilling, #14 x 16" UjAF .... • • ..... pi..... nch point, high thread Max. Length •, • • • • • • • • • • • fastener for use in steel; #3 Phillips ;";': ". wood or concrete decks. head. •• 00 •,•,•, 3. Drill-Tec' XHD Fastener Truss head. self -drilling. 415 x 16" • 0 fAF • • • : •...: pinch point. high thread Max. Length + fastener for use in wood or #3 Phillips • + • steel decks. Carbon steel head. extra heavv duty fastener used in steel decks. 4. Drill-Tec' 3" Steel Plate Round Galvalume® steel 3" Round GAF stress plate with reinforcing ribs and recessed for use with Drill- Tec' fasteners. 5. Drill-Tec' Y Standard Galvalume' coated steel 3" Round GAF Steel Plate stress plate for use with approved Drill-Tec" fasteners. 6. Drill-Tec' ASAP 3S Drill-Tec' #12 fastener # 12 x 8" GAF with Drill-Tec' 3" Max. Length Standard Steel Plate. #3 Phillips head with 3" Round plate 7. Drill-Tec— AccuTrac® Flat A2-SS aluminized steel 3" square; GAF Plate plate for use with Drill- .017" thick Tec' fasteners. 8. Drill-Tec' AccuTrac' Galvalume® steel plate 3" square: GAF Recessed Plate with recess for use with .017" thick. Drill-Tec' fasteners. 9. Drill-Tec' 3 in. Ribbed Round Galvalume' plated 3" Round GAF Galvalume Plate (Flat) steel stress plate with reinforcing ribs for use with Drill-Tec— fasteners. NOA No.: 184)919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 6 of 67 EVIDENCE SUBMITTED: Test A2encv Test Identifier Description Date FM Approvals 3001276 FMRC 4470 01/28/99 3010215 FMRC 4470 03/01/01 3029832 FMRC 4470 05/11 M • •. 3036980 FMRC 4470 ...08/14/W" 3034312 FMRC 4470 " 004/094M . 3040738 FMRC 4470 :::::.*05/18/1.1 • 3042887 FMRC 4470 ..•. 11/14/lj.:. 3046081 FMRC 4470 •....•02/13t1.3...- 3043633 FMRC 4470 ......01/20/1".. 1B9A8.AM FMRC 4470 ..'..009/04Vo- 3139QLAM FMRC 4470 .•...•O1/08/08 . 3D4Q2.AM FMRC 4470 * :04/3007 • OD1A8.AM FMRC 4470 ••* 797-03221-267 FMRC 4470 �•.04/O1; • • •09/24V? • •. 797-10228-267 FMRC 4470 01/151"** 797-04694-267 FMRC 4470 06/17/09 797-03825-267 FMRC 4470 07/14/08 RR203450 FMRC 4470 12/04/15 FM Letter FMRC 4470 04/11/13 FM Letter FMRC 4470 09/15/15 UL LLC R1306 UL 790 08/21/18 iRT-ARCON Inc. 02-005 TAS 114-J 07/19/04 02-014 TAS 114-J 04/08/02 Trinity I ERD C8500SC.11.07 ASTM D6862 11/30/07 G30250.02.10-2 ASTM D6222 11/11/10 G30250.02.10-3-R2 ASTM D3909 06/03/15 G313%03.10 ASTM D6164 03/31/10 G32520.06.11 ASTM D1876 06/28/11 G33470.01.11 ASTM D6164 01/13/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.114-R2 ASTM D4601 6/4/2015 G34140.04.11-5-R3 ASTM D4897 6/4/2015 G36780.07.1I-R1 TAS 114-J 07/18/11 G40620.07.12-2 ASTM D6222 07/17/12 G40630.01.14-1 ASTM D6163 01/06/14 G40630.01.14-2A ASTM D5147 01/07/14 G40630.01.14-2A-1-RI ASTM D6164 04/10/14 G40630.01.14-213-Rl ASTM D6164 01/16/15 G40630.01.14-2C ASTM D6164 01/07/14 G40630.03.14 ASTM D5147 03/06/14 G43190.03.14-1 ASTM D5147 03/06/14 G43190.03.14-2 ASTM D5147 03/06/14 G43190.05.14-RI ASTM D5147 05/20/14 G43610.01.14 ASTM D5147 01/22/14 NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 7 of 67 EVIDENCE SUBMITTED: (CONTINUED) Test A2encv Test Identifier Descriiption Date Trinity I ERD G43190.11.13-1 ASTM D6222 11/15/13 G46160.02.15 ASTM D6163 02/12/15 G46160.02.15-2D-1 ASTM D6163 02/09/16 G46160.03.15 ASTM D6163 03/11/j5• • •, G46160.09.14-2A ASTM D5147 .009/09/14 ' G46160.09.14-3A ASTM D6164 " 1)9/09/44 . G46160.09.14-3B ASTM D6164 * • *: * b9/09/l 4• • • G46160.09.14-3C ASTM D5147 *::: 09/09/1.4., G46160.12.14-3E ASTM D6164 • .. . • •12/29/%.. - G6850.08.08 ASTM 136163 ......08/01/0$... G6850.08.08-R1 ASTM D6164 ..9..b4/l4/1J.* G6850.10.08 ASTM D6222 ......10/06/08 . G6850.11.08 ASTM D6222 b2/17N) • SC6870.08.14-R1 ASTM D3909 . • .09/04A4• • • • PRI Construction Materials GAF-122-02-01 TAS 139 �• 05/07/Ub...' Technologies. LLC GAF-245-02-01 ASTM D6083 06/10/10 GAF-276-02-01Rcv ASTM E2178 01/04/11 ASTM D6083 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-434-02-03 TAS 114-J 09/06/13 GAF-434-02-04 TAS 114-J 09/06/13 GAF464-02-01 ASTM C 12 89 02/06/14 GAF498-02-01 ASTM D6083 09/16/16 GAF499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-559-02-01 TAS 117(B) 09/30/14 GAF-559-02-04 ASTM D1876 10/01/14 GAF-559-02-05 ASTM D1876 10/15/14 GAF-559-02-06 TAS 114(H) 10/02/14 GAF-559-02-07 ASTM D903 10/02/14 GAF-559-02-08 ASTM D903 10/02/14 GAF-559-02-09 ASTM D903 10/02/14 GAF-559-02-11 TAS 114-J 10/14/14 GAF-559-02-12 TAS 114-J 10/14/14 GAF-559-02-13 TAS 114-J 10/15/14 GAF-559-02-14 TAS 114-J 10/15/14 GAF-559-02-15 TAS 114-J 10/15/14 GAF-559-02-16 TAS 114-J 10/15/14 GAF-559-02-18 TAS 114-J 10/15/14 GAF-559-02-19 TAS 114-J 04/16/15 Dynatech Engineering Corporation 94482.02.95-1 TAS 114-C 09/01/95 NOA No.: 18-0919.12 ►tu►tttiw►neCourtry Expiration Date: 11/06/23 Approvai Date: 11/01/18 Page 8 of 67 Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: Min. 15/32" thick plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type A(12): All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently partially adhered to insulation. All General and System Limitations shall apply. Fire Barrier: FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip dest or • (optional) VersaShield® Solo— Fire -Resistant Slip Sheet. ...... '..'.: Anchor sheet: GAFGLAS" 475 Base Sheet, Tri-Plyg'#75 Base Sheet, Ruberoid.4 Smoothpj GAFGLAS' Stratavent'Nailable Venting Base Sheet is secur8d"Jbscrib8d...' below. • • • Fastening Option #1: Fastening Option #2: Fastening Option #3: Fastening Option #4: Fastening Option #5: Miami -Dade County Approved min. 12 ga. annular ring shank99 so .n�ajls.and min. 1 5/8 in. diameter tin caps are spaced 8 in. o.c. in the min. 4 in. Vide'atthor sbget . side laps and 8 in. o.c. in the field nfrhe sheet in two staggered rows. ' (Maximum Design P��,'See General Limitation 1127' .... Miami -Dade County Approved min. 12 ga. annular ring shank nails and min.'P- ' 5/8 in. diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure —52.5 psf, See General Limitation #7) Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in ' the field of the sheet in two staggered rows. (Maximum Design Pressure —52.5 psf, See General Limitation #7) Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure —67.5 psf, See General Limitation #7) Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' AccuTrae Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure —82.5 psf, See General Limitation #7) One or more layers of any of the following insulations. Insulation for Base Layer Insulation Fasteners Fastener (Table 3) Density/ft2 nergyouarC Polyis nsulation, EnergyGuard"' Tapered Polyiso Insulation, E�gyGuard"' Ultra Po 'so Insulation, EnergyGuard"' RH Polyiso Insulation, EnergyGuard'" RH Tape Polyiso Insulation Minimum 1" thick N/A N/A Note: All insulatio all be adhered in a full mopping of approved hot asphalt within the EVT range an ate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 33 of 67 Base Sheet: GAFGLASe Stratavent® Perforated Venting Base Sheet is loosely -laid over the insulation with 2 in. side laps Ply Sheet: Install one or more plies oftb7oie-20--Smoo4 dhered with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4). Membrane: uberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, Ruberoid' Mop„'.. •. ranule, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF Mberw%` Mop "" Granule FR, Ruberoid® Mop Plus Granule FR, Ruberoid® Ener Ca '� Map . '. Plus Granule FR, RuberoidQD EnergyCap' 30 Granule FR, GA�' is ® _0 0 Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or G A ® • • • • 0000 EnergyCap{"Mineral-Surfaced Cap Sheet adhered in a full meQgipgbf appt9X%q • asphalt applied within the EVT range and at a rate of 20-40 IbsJjq,. • • .... . •; Surfacing: .. .. .. . Optional on granular surfaced membranes; required for smee* ...... membranes. Chosen components must be applied according to : • • • • • • • manufacturer's application instructions. All coatings mu$ be.lfgted w6ld • ;. ; a current NOA. • • • • • • •....• • 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. TOPCOAT® Surface Seal SB or United Coatings' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT* MB Plus or United Coatings' Roof Mate MB Plus Coating applied at a minifium rate of 1.0 gal./sq.(to be used as a primer) followed by TO ,XCOAT' Membrane or United Coatings' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 34 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLASI Plv 4 and GAFGLAS' FlexPlyT°' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/;" DensDeck® Roof Board or''/i' Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: .... 1. Fire classification is not part of this acceptance: refer to a current Approved Roc4mg Materialg.... Directory for fire ratings of this product. •... : . . 2 Insulation may be installed in multiple layers. The first laver shall be attached intenVIiance N'r► oo: Product Control Approval guidelines. All other layers shall be adhered in a full Rioppiiig of • approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq_, or he&%icallk. • • •. attached using the fastening pattern of the top layer 01000 • • • • 3. All standard panel sizes are acceptable for mechanical attachment. When appheale approved' asphalt, panel size shall be 4' x 4' maximum. 00000 4. An overlay and/or recovery board insulation panel is required on all applicationsov2t cjosed real foam insulations when the base sheet is fully mopped. If no recovery board is used the base stjeet..' shall be applied using spot mopping with approved asphalt, 12" diameter circles,024"off.; or st>ap.. mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet alfaviag a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf. , as tested in compliance with Testing Application Standard TAS 105. If the fastener value. as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and scaled by a Florida Registered Engineer. Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field; perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.12 MIAMI®Ur�TY Expiration Date: 11/06/23 • , Approval Date: 11/01/18 Page 67 of 67