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RF-19-2480Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 A W Issue Date:12/04/2019 Location Address Parcel Number 186 NW 109TH ST, Miami Shores, FL 33168 1121360100240 Contacts Permit NO.: RF-10-19-2480 Permit Type: Roof Work Classification: Flat Permit Status: Approved Expiration: 06/01/2020 ZORAIDA SUAREZ Owner 186 NW 109 ST, MIAMI SHORES, FL 33168 Mobile: 7863149296 2514@aol.com QUALITY PLUS CONSTRUCTION Contractor PAUL ANTHONY SCOTT 1021 NW 200 TER, MIAMI, FL 33169 Business: 7862674252 2514@aol.com Inspection Requests: _ Description: RE -ROOF FLAT TO FLAT Valuation: $ 5,000.00 Inspec 4949 TotalSq Feet: 690.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.00 Roofing Fee $200.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $275.50 Payments Date Paid Amt Paid Total Fees $275.50 Credit Card 12/04/2019 $225.50 Cash 10/18/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. AFFIDAVIT: I ce^ that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws :onstruction and zdnind. Futhermore, I authorize the above named contractor to do the work stated. Signature: / Applicant / Contractor / Agent Date December 04, 2019 Page 2 of 2 Ma�lXd 10�221)� Miami Shores Village RECEIVED Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20Tt �'1 BUILDING Master Permit No.�F� 1(� �) �� C� ` 6C) PE MIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC 7ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I S (o KW lh� S�f to - city: Miami Shores County: -Miami Dade Zip: 2) l ka p) Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Zo r4l Oh �t�,aGEz Phone#: -7g% 4 -31- qa C o Address:1I 0 ( r� W I o940k S�e- A- City: ' �1 i A I' S h LV'e- S Stater Zip: Tenant/Lessee Name: Phone#: Email: ZS 1-4 0 aOL-- LO H CONTRACTOR: Company Na Address: City: 1`� l i ia' 1'j� i' 1 11 State: Zip: ?i (o C, Qualifier Name: SCOT T" Phone#:2 -r1 State Certification or Registration #:_ ��_� Certificate of Competency #: y DESIGNER: Architect/Engineer: Phone#:- tQ ' Z-q 0 .-10 ;5 GA- I I Address: City: State: Zip: M r( Value of Work for this Permit: $ J f� t Square/Linear Footage of Work: F' Type of Work: ❑ Addition fix �AlJteeratioon�� ❑ New ElRepair/Replace ❑ Demolition Description of Work: 2-v - aoo F 4 l c-A - a- l Specify color of color thru tile: Submittal Fee $ 5 G`Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $' TOTAL FEE NOW DUE $ Z 2 -:)-2 i5o W 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the insaection will not be annroved and a reinsnertinn fee will he rhnraed Signature _��'2--' WNER or AGENT The foregoing instrument was acknowledged before me this 1 S +-4day of QA b-ea - , 20 �'7 by Z—A)l ta* Gf S��vP�whoisp@ o me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Signature , CONTRACTOR The foregoing instru day of nt aCcknowledged before me this f 20 % g. by T >L w no to as me or who has produced _ identification and who did to NOTARY PUBLIC: _ Sign: // Print: M4L� Cvi Kl� as Seal: Commission # GG164642 Seal: Expires. November 30, 2021 0 nded thru Aaron Nota rz APPROVED BY ` % G/ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 -OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-010-0240 Property Address: 186 NW 109 ST Miami Shores, FL 33168-4317 Owner ZORAIDA E SUAREZ Mailing Address 186 NW 109 ST MIAMI SHORES, FL 33168 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,700 Sq.Ft Living Area 1,299 Sq.Ft Adjusted Area 1,488 Sq.Ft Lot Size 9,394 Sq.Ft Year Built 1950 Assessment Information Year 2019 2018 2017 Land Value $211,978 $202,136 $202,136 Building Value $103,565 $103,565 $103,565 XF Value $8,103 $6,776 $6,850 Market Value $323,646 $312,477 $312,551 Assessed Value $296,092 $291,168 $285,180 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $27,554 $21,309 $27,371 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 36 52 41 PB 51-31 DUNNINGS MIAMI SHORES EXT 6 LOT 8 BLK 213 LOT SIZE 77.000 X 122 OR 19537-2383 03 2001 4 Generated On : 10/18/2019 Taxable Value Information 2019 .___._._._-.._................ 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $246,0921 $241,1681 $235,180 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $271,092 $266,168 $260,180 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $246,092 $241,168 $235,180 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $246,092 $241,168 $235,180 Sales Information Previous OR Book - Price Qualification Description Sale Page 31555- 07/26/2019 $450,000 Qual by exam of deed 1631 29145- _. 05/01/2014 $315,000 Qual by exam of deed 2339 23443- Sales which are disqualified as a result 04/01/2005 $0 3445 of examination of the deed 19537- Sales which are disqualified as a result 03/01/2001 $0 2383 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 10/18/2019 Local -.Business: -Tax Recei-pt Miami —Dade County, State of Horida- 7HMISHU AML-DONOTPAY _ No ..LB.T: RECENT - _ - s Tit EXPIRES QUAIm �.us coN T�tucroN SEPTEMBER 30, 2020 INC Must be &9played at pim of budness 2621 NW131STST wusmatoCounty Code .MIAMI, FL 33167 chapter eiL- Art, 9 a 10 OWNER tic. me OFet Less PAVIIIEKFORCEMED QWILRY PUTS CONSTRUC I(m INC 196 SPEgALTY BUILDING. Tax ootteerort . CONTRACTOR = 75.W pgrAM19 ($) 1 CCC1327373 _ CREDI MAR!}19. NOM a..kmpmpn tddwLoadY.dsw.TaR.n»�e.i�tBn.eaieaa Tbb w oshmesTamMPG--wr �► tr�s�sa�Nsliussstcsa4hs�t►rlrl� as..�IIer.as 1 Y1�ad w�ida�Mtb�.M�..ss tra i...sitbawbi +raQo....ew..Yiei.s-IN..i-0sisal.ssel.ai. MOK .... ........................................ ....._..... .......... . . ....... .................... ......... ...... e CERTIFICATE OF LIABILITY ITY IMSURANCE ( DAM02A0DMVM 04t21=9 THIS CERTIFICATE IS ISSUED AS A MATTER OF tK701=71=1 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES Wr AIF A'iiVELY OR tTEGATMELY A13MA EXTEND OR ALTM THE COVERAGE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF LISUR'ANCE D= 1NOT COmS> nUM A tXiM'RACT BE1RI15=N THE M=tG MSURERM AUTHORIZED REPREWITAT=- OR PRODUCER, AIND MM CER7 SATE BOLDER. IOPORTANT. tf the cot0kata holder is an ADDIT O ZAl. irk, the PaU%v(kQ must be endorsed. If SUBROGATION IS WAIVED, sub feat to the terms and condidors of the polity, cent m policos utay mqtdm an endoncarant A statement on this cerff tr a t does not confer rights to the certiflcaLt houte! in 6eu ofmch PaTdasomenv* PRODUCER I COMA"_. r.......,._ MAPLES INSURANCE AGENCY. AMI AGENCY DBA 1051 EAST SAMPLE ROAD POMPANO BEACH. FL 33064 6DMURED QUALITY PLUS CONSTRUCTION INC 2521 NW131STSTREET MIAMI, FL 33167 COVERAGES CERTMICATE NW-MSIC 0=11 crnu rnnur=r THIS 15 TO CERTIFY THAT THE POUC01- OF CLe"W CE LISTED MR -CM HAVE BEEN ISS M TO THE INSURED N WW ABOVE FOR THE POLICY PERIOD INDICATED NOTWTHS'TANOM ANY REQU3aM2 NT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOWME TT tM3H RESPECT TO WHICH THIS CER7IFICATE MAY BE ISSUED OR MAY PERTAC7, THE INSURANCE AFFORDED BY THE POIICIES DESCPI HEREIN IS WBJECT TO ALL THE TERMS; aesREXCU1S NNS ANDCONDn7ONS OF SUCH PCLKMMLiSMS SE(OL" MAY HAVE RFF* REDUCEDBY PAID CLANS_ TYPEOFI TAL'CE TraLTtrraTr t E Loam L LL42UMY X �ItERCSAtC;�4tiv+�3ri'f cLA :rS�eanE ❑ oc(x�r L040002811 04212019 04121/2020 EACH octzmRarE S1.000.000.00 am�sre $1000 00.00 UE D EDP Uft am Peaon) $5 000.00 TSRSONAL&MMMURY S i 000000.00 GENOTALAGGTIEGATE s 1,040,000.00 GQ'rLAGGftEGATEUWrAPPLESP8t x POLICY �" LOG PROOIX,iS-COfi1PMPAGG S . - S AUTOMCSZLE uAMITY ANYAUTO AUTOS AUTOS rnREoaUiOs AUTOS G l LEMIT $ eOOAYI[Mu;tr(PwPw=) i 801MY INJU.4Y wamidem S P� S s UMRRelA LEAS �[CESS LTAs :jMOCC E r L _.._; _ ; EACH OC CUME +ICE S AGGREGATE S s DED RErEfQitO.YS �EMOYEWLUU3MY ANYPROPR.-IIMIPARTNERM7� Yin OiFFKZM+srr r*nBtMet4E)CLY Bye, c'ao1Le � VIA f WC 4W24 0421=19 0421/2D0 V1A;STATI!- Oini- 1ER E.1-FAWACCMENr 51 0.Q 0010 EL DISEASE -EA felt$ S 1,00D.000.00 E L msEAw-Poucy L=r s 1 AW.000.000 (—�' 1 _. _._.' DEsCFmn OMor-opERAymstrommmSnm=LES (AtOxAesaoSmMi,a6 3ocniilemrFs9c0odafgemmasp�eiseeqnft"M Contractor License Number" CCC1327373 MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLMI£5 BE CANCEI.Iu ED BEFORE THE MUWAUM DATE THERIMF I07M WILL BE DELIVERED IN 10050 NE 2nd Ave �.ACOORIWXEWIMTHEPOLMY PROVISIONS - Miami Shores, FL 33138 04939-MIO-AC FD CORPOR'ATION- All rightm reserved- ACORD 2s (201Q1 v The ACORD rTmne and logo areregmtww mad s of ACORD Master Permit Number Contractor's P Job Address Florida Building Code Gth Edition (2017) �� High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Process Number ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphalt Shingles ❑ Metal Panels/Shingles ❑ Wood Shingles/Shakes Is there an existing Roof Top Solar System? (`, Yes C No Will it be reinstalled? C. Yes+ N1o► • • • • • Are there gas vents on the roof? r Yes "o Type? ❑ Haturat .©.LPGX' ; ....' .... . ROOF TYPE • • • • • • ❑ New Roof ❑Repair ❑Maintenance d oofing ❑ A%Wvpdng �:� • ,,, ROOF SYSTEM ROOF INFORMATION • 0 " ' """ Low Slope Roof Area (ft=) j0.0 Steep Slope Roof Area (fe) T,otai ifP) 00 • • • • Section B (Roof Plan) • • • • • Sketch the Roof Plan: Illustrate all levels and sections, roof drain, scuppers, overflow scuppers and overflow drains. Indude dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and locations of parapets. 123_01-48 4/18 PAGE 2 Florida BuMM Code 6th Edition (28 7) High-Vekocily Hunicane Zone UnNann PermitApplication atioe Form Section C (Low Slope Appticatiot) Fill in speafrc roof assembly comp s and identify manufacturer (if a anent is not used, identify as ` w) System Manufacturer. 8 Iq -r: Iq Product Approval No.: J Ir -[)Cl I q � 0-3 Design Wind Pressurr3s, From RAS 128 or Pt: � P2 2 ' P3: 16 4' Max. Design Pressure, from ttte p�ud approval system:--. �...3 Deck V Ito Type: j Gaugerrhk*ness: Slope:_ i g ` I-2 Anchor/Base Sheet & No. of Ply(s): 7J� ��-S,✓ An q sesheet Fast Material: q p g to, I r+�fiA A Insulation Base Layer. Base Insulation Size and Thiciaiess: t4 (1$ Base Insulation FaswrwiBon1'ngdrng Material: I i'j Z P Top Insulation Layer. Top Insulation Size and Thickness: N !� Top insulation Fastened9ondrrtg Wteriat: 114 Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: -d I/ A Ply Sheet(s) & No. of Ply(s): Q- PIr Top Ply�1113 Material: Surfacing:- Fasterw Sparing forAncx*dBase Sheet Attachment-. - RWd: _if — oc @ Lap, # Rows g @ -ff' oc Perimeter. `F' - oc @ Lap, # Rows @ ' oc Corner. 69 ' oc @ tap, # Rows _�L @ cc Number of Fasteners Per Insulation Board: Field A, PerimeterComer HA . Illustrate Components Noted and Details as Applicable: Wes, Gutter, Edge Teaniristian, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterftashing, Coping, Et+c_ lridirate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thidmess, Fastener Type, Fastener Spacing or Submit Mars Details that Comply with RAS 111 and Chapter 16_ Ply�et Fastener�°nding Material: Top Ply. L A E Yti1, n -cacT �c�vsaa�r 0 J'===" m ham, FT. FT.1 %01 - "' 123 01-48 4119 PAGE 3 MIAP'1f�1DE MIAMI-DARE COUNTY ERIUM PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.mian2idade.gov/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 other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14--1030.0land consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 1 of 27 ROOFING SYSTEM APPROVAL C#tegorv- Roofing Sub -Category: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS® Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced Wide with fiberglass mat. Tri-Ply® Ply 4 GAFGLAS® FlexPly' 6 GAFGLAS®#75 Base Sheet Tri-Ply® #75 Base Sheet GAFGLAS® #80 Ultima' Base Sheet GAFGLAS® Stratavent® Perforated Venting Base Sheet GAFGLAS* Stratavene Nailable Venting Base Sheet Ruberoid® 20 Smooth Ruberoid' Mop Smooth Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid® HW 25 Smooth 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. ASTM D4897 Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Wide sheet reinforced with fiberglass mat. Bottom side surfaced with granules. 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide ASTM D6163 SBS polymer -modified asphalt base or anchor sheet reinforced with a fiberglass mat. ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with. a polyester mat. ASTM D6163 Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. MIAMFQADE COl1NTY NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 2 of 27 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Ruberoid® HW Smooth GAFGLAS® Mineral Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet GAFGLAS® EnergyCap"' Mineral Surfaced Cap Sheet Topcoat® Surface Seal SB Topcoat® Membrane Topcoat® MB Plus Topcoat® FireOut' Fire Barrier Coating Dimensions 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Product Specification Description ASTM D6164 Smooth surfaced torch applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D3909 Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. ASTM D3909 Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. ASTM D3909 5 or 55 gallons ASTM D6083 1, 5 or 55 gallons 5 or 55 gallons 5 or 55 gallons VersaShield® Fire- 12" x 100' rolls Resistant Roof Deck Protection VersaShield® Solo' 42" roll wide, 100 Fire -Resistant Slip ft. Sheet Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT' EnergyCote' Elastomeric Coating. Solvent -based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. ASTM D6083 Water -based elastomeric coating Proprietary Water based, low VOC primer designed to block asphalt bleed -through. Proprietary Low VOC, water based fire barrier coating. ASTM D226 Non -asphaltic, fiberglass reinforced underlayment and/or fire barrier ASTM D 146, D828, D4869, D6757 Topcoat® 1, 5 gallons or TAS 139 F1exSeal' 1 qt. tube APPROVED Non -asphaltic, fire resistant fiberglass underlayment Solvent -based elastomeric sealant. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 3 of 27 APPROVED INSULATIONS: TABLE 2 Manufacturer Product Name Product Description (With Current NOA) EnergyGuard' Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard' Tapered Polyisocyanurate foam insulation GAF Polyiso Insulation EnergyGuarC Ultra Polyiso Glass -faced polyisocyanurate foam insulation GAF Insulation EnergyGuard"` RA Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuarr RA Composite Polyisocyanurate foam insulation with high GAF Polyiso Insulation density fiberboard or permalite EnergyGuard7 RH Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard7 RH Tapered Polyisocyanurate foam insulation GAF Polyiso Insulation EnergyGuard' RN Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard" Perlite Roof Perlite insulation board GAF Insulation EnergyGuard7 Perlite Recover Perlite recover board GAF Board SecurocV Gypsum -Fiber Roof Gypsum board United States Gypsum Corp. Board SecurocV Glass -Mat Roof Glass faced gypsum board United States Gypsum Corp. Board StructodeV High Density Fiber High density fiberboard Blue Ridge Fiberboard, Inc. Board Roof Insulation DensDeck® Prime Roof Board Gypsum board Georgia-Pacific Gypsum LLC DensDeck® Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 4 of 27 APPROVED FASTENERS: Fastener Product Number Name 1. Drill-Tec' #12 Fastener 2. Drill-Tec' #14 Fastener 3. Drill-Tec' ASAP 3S 4. Drill-Tec' 3" Steel Plate 5. Drill-Tec' ' 3" Standard Steel Plate 6. Drill-Tec' AccuTrac® Flat Plate 7. Drill-Tec' AccuTrac® Recessed Plate 8. Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) APPROVED TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Drill-Tec' #12 Fastener with Drill-Tec"m 3" Standard Steel Plate. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill-Tec' fasteners. Galvalume® coated steel stress plate for use with approved Drill-Tec' fasteners. A2-SS aluminized steel plate for use with Drill-Tec' fasteners. Galvalume® steel plate with recess for use with Drill- Tec"` fasteners. Round Galvalume® plated steel stress plate with reinforcing ribs for use with Drill-Tec' fasteners. Manufacturer Dimensions (With Current NOM #12 x 8" max. GAF length, #3 Phillips head. #14 x 16" GAF max. length, #3 Phillips head See GAF components 3" Round GAF 3" Round GAF 3" square; GAF .017" thick 3" square; GAF .017" thick 3" Round GAF NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 5 of 27 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Date PRI Construction Materials GAF-559-02-09 ASTM D 903 10/02/14 Technologies, LLC GAF-559-02-11 TAS 114 10/14/14 GAF-559-02-12 TAS 114 10/14/14 GAF-559-02-13 TAS 114 10/15/14 GAF-559-02-14 TAS 114 10/15/14 GAF-559-02-15 TAS 114 10/15/14 GAF-559-02-16 TAS 114 10/15/14 GAF-559-02-18 TAS 114 10/15/14 GAF-559-02-19 TAS 114 04/16/15 GAF-628-02-01 ASTM C1289 05/31/16 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD C8500SC.11.07 TAS 117 11/30/07 G30250.02.10-3-R2 ASTM D3909 06/03/15 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.114-R2 ASTM D6401 06/04/15 G34140.04.11-5-R3 ASTM D4897 06/04/15 G36780.07.11-R1 4470-TAS 114 07/18/11 G40630.01.14-1 ASTM D6163 01/06/14 G40630.01.14-2A ASTM D6164 01/07/14 G40630.01.14-2A-1-R1 ASTM D6164 04/10/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 SC6870.08.14-R1 ASTM D3909 09/04/14 SC9700.08.15-R1 ASTM D2178 8/31/2015 SC10680.05.16 ASTM D6163 5/10/2016 SC13105.03.17-R1 ASTM D6164 3/23/2017 Dynatech Engineering Corporation #4482.02.95-1 TAS 114 09/01/95 Atlantic & Caribbean Roof 11-053 TAS 114 08/12/11 Consultants, LLC NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 7 of 27 Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(3): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or (optional) VersaShields Solo"' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #75 Base Sheet. Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS ren& Venting Nailable Base Sheet is secured as described below. ng Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. ` #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 (f:' in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: -45 psf. See General Limitation #7) Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #2: 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) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #3: AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvah-me Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure. 52.5 psf. See General Limitation #7) Fastening Drill-Tec" #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #4: AccuTrae Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the nun 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: -60 psf. See General Limitation #7) Fastening Drill-Tec'" #14 Fasteners and Drill-Tec'" 3 in. Standard Steel Plates, Drill-Tec'" Option #5: AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: -97.5 psf. See General Limitation #7) Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGL._AS® Ply 4, Tri Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered In a TifffEopping of hot asphalt applied at 20-40 lbsJsq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS® Ply 4, Tri Ply® PIy 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-401bsJsq. installed per manufacturer's installation instructions. NOA No.: 18-0919.07 MD; Cout�rrY Expiration Date: 11/04/23 -®— Approval Date: 11/08/18 Page 23 of 27 WOOD DECK SYSTEM LmTATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum %." DensDeck' Roof Board or '`/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LmTATIONS: 2. 3. 4. 5. A 'rl 8. 9. 10. Fire classification is not part of this acceptance; refer to a current Approved Roofing. Materials Directory for fire ratings of this product. 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 lbsJsq., or mechanically attached using the fastening pattern of the top layer All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be V x 4' maximum. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psL 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 lb£ insulation attachment shall not be acceptable. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. Perimeter and comer 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.) All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. APPROVED END OF THIS ACCEPTANCE NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27 TGFU.R1306 Roofing Systems Roofing Systems GAF 1 CAMPUS DR PARSIPPANY, N3 07054 USA R1306 "RUBEROIDe 20 Smooth' or'RUBEROIDe Mop Smooth' or "RUBEROIDe Mop Smooth 1.5' may be utilized as an alternate to Type G2 "GAFGLAS® #75 Base Sheet' or "Tri-Ply® #75 Base Sheet" or "GAFGLASe #80 UlUmal Base Sheet" base sheets in any of the following Classifications. 1/2-in. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDecke Roofboard" or "DensDedke Prime Roofboard" or'DensDedce DuraGuardTM Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCKe Roof Board" (Type FRX-G) or "SECUROGICe Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDedc® Roofboard" or "DensDedce Prime Roofboard" or'DensDecke DuraGuardTM Roofboard" are to offset a minimum of 6-In. with the butt joints In the roof deck. If polystyrene Is part of the roof system, it must be placed below the overlayment board. 1/4-in. thick (minimum) "SECUROC ICe Roof Board" (Type FRX-G) and 'SECURC>CKe Glass -Fiat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck In a system with any UL Classified insulation except polystyrene. Multiple plies of Type G1 "GAFGLASe Ply 4" or'Tri-Plye Ply 4" or "GAFGLASe Flex Ply 6" or "Tri-Plye Ultra -Flexible Ply 6' may be adhered to Georgia-Pacific Gypsum LLC "DensDedke Roofboard' or "DensDecke Prime Roofboard' or "DensDedce DuraGuardm Roofboard" in hot roofing asphalt. "GAFGLASe FlexPlyTM 6 5L" and "GAFG7ASe FlexPlyTM 6" may be used interchangeably in any roof covering system listed below. "EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuardTM" In any applicable C3assification- 'GAFGLASe Stratavente Nallable Venting Base Sheet' may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible decks and as a recover over existing roof systems. "EnergyGuardTM Perilte Insulation" may be utilized as a cover board over 'EnergyGuardTM' in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include Insulation. Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's Installation instructions (excluding "LRF Adhesive O`) In any applicable Non -Combustible Roof Deck Classifications. "EnergyGuardTM Tapered' is an acceptable alternate to "EnergyGuard-- in any applicable Classification. 'EnergyGuardTM Ultra Tapered" is an acceptable alternate to "EnergyGuardTM Ultra" in any applicable Classification. "EnergyGuardTM NH Tapered" Is an acceptable alternate to 'EnergyGuardm NH' in any applicable Classification. "EnergyGuardTM NH Ultra Tapered' Is an acceptable alternate to "EnergyGuard" NH Ultra" in any applicable Classification. "EnergyGuard— Barrier Tapered' is an acceptable alternate to "EnergyGuardTM Barrier'. "EnergyGuard"4 NH Barrier Tapered' is an acceptable alternate to "EnergyGuardTM NH Barrier'. Minimum 1-in. thick "EnergyGuard' Barrier' is an acceptable alternate to "EnergyGuardTM Ultra" In any applicable Classification. Minimum 1-in. thick "EnergyGuard— NH Barrier' is an acceptable alternate to 'EnergyGuardTM NH Ultra" in any applicable Classification. ASPHALT FELT SYSTEMS WITH NOT ROOFING ASPHALT Type G2 asphalt glassmat base sheet ("GAFGLASe #75 Base Sheet" or'176-Plye #75. Base SheeV or "GAFGLAS(D #80 UltimaTM Base Sheer) is a suitable alternate for Type Gi asphalt glass fiber ply sheet ("GAFGLAS(D Ply 4' or'rri-Plye Ply 4' or "GAFGLASe Flex Ply 6" or 76-12ye Ultra - Flexible Ply 6") In the Class A. B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalf•saturateo glass mat base sheet'GAFGLASe Sbatavent® Nailable Venting Base Sheet' or'GAFGLAS® Stratavente Perforated Venting Base Sheer. Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically fastened granule side down. As an option Type G2 asphalt glass mat base sheet ('GAFG[ASO #75 Base Sheer or 'Tri-Ply® *75 Base Sheer or "GAFGLASe #80 Ultima- Base Sheet' or `GAFGLAS® Stratavente Nailable Venting Base Sheer) may be substituted for Type Gi asphalt glass fiber ply sheet ("GAFGLASO Ply 4" or 'rri-Plye Ply 4' or %AFGLAS® Flex Ply 6" or "Tri-Ply® Ultra-Fle)ible Ply 61) as the nailed base ply in the following systems. http:lldatabase.ul.com/cgi-bin/XYV/templatelLISEXT/1FRAMFlshowpage.html?name=TGFU.R1306&ccnsho... 10/9/2018 TGFU.R1306 -Roofing Systems Page 2 of 2 a� F rr r Bottom, ply or base sheet may be fully adhered with hot ro, fibg asphalt or mechanically fastened. Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFGLAS@ Flashing" or "RUBEROID@" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes any UL Classified perlite insulation. Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in, thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@ #80 Ultima'" Base Sheet" may be used in any of the following systems. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United Coatings'" FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal/100-ft2. Class A, B and C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. "RUBEROID@ Heat Weld" SBS roofing membranes may be used in lieu of "RUBEROID@ Mop" SBS roofing membranes in any applicable Classification. 1. Deck: C-15/32 Incline: 3 Class A Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimutn 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Vapor Barrier (Optional): — One or more plies "GAF@ SA Vapor Retarder" self -adhered Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hoot roofing asphalt. Surfacing: — Gravel. 2. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard" Roofboard" or minimum 1/4-in. thick United States Gypsum Co, "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6",, fully adhered with hot roofing asphalt. � a Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'" l Minera - faced Cap Sheet", fully adhered with hot roofing asphalt. 4. Deck: C-15/32 Incline: 1 Slip Sheet (Optional : — Red rosin paper, nailed to deck. Insulation p -jonai): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "Oly on as ening System" or any UL Classified insulation adhesive. Base Sheet: — One Sly Type G2 "GAFGLAS@ #75 Base Sheet' or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaTM Base Sheet" or "GAFGLAS@ Strant@ as a Venting Base Sheet", mechanically fastened. Ply Sheet: — One or more plies Ta- GIGI`GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4 or GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered w`WlTot roofing asphalt. Cap Sheet: — Type G3 "G4EQLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'" Mineral -Surface ap eet", fully adhered with hot roofing asphalt. Coating (Optional : — "United Coatings— TOPCOAT@ EnergyCote'" Roof Coating" or "TOPCOAT@ MB Plus Coating" or "United Coatings" Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R 1306&ccnsho... 10/9/2018 Miami Shores Village Building Department 10050 N.E, 2nd Ave'ty..te . Warni Shoresr floridc1Wl*A • • •: • • Tel: (305) 7M2264 • • • • F&. (,3(�5) 7 06,$QJ2 • .... • ...... .. . ..... OWNERS'S AFFIDAVIT OF EXEMPTION.::. ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOA El19TINGSLTS. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES ' ..' • • PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, F133138 Re: Owner's Name: -�e—Or-lvlvl opt SL4ce-Z PropertyAddress:�(o Roofing Permit Number: Dear Building Official: I ` I 7oe�kca 3CA,0EL certify that I am not required to retrofit the roof to wall connections of my building because: *The 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)' Aignature-l" 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 1 S day of A"ih'Lb., Martha Noms Commission I GG164642 Notary Public, Sate of Florida at Large ,,�� November 30,, 2a0(�211 • When ete Just valuation of the stricture for Purpose of ad valorem taxation is equal to or more d �'StlU� O 00, and the building was riot�constructed with FBC nor a 1994 SFBC. Then you rnust provide a tmAding application from a General Contractor for the Roof to Wall conneclion Hurricane Mdillation. Revised on 5121rM M • SECTION 1524 • • • • ' HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICA . • • • • • • • ... .�I�N.FOR hDOFING ..:..' CONSIDERATIONS ' 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractorto proVNe th4mdr with ""•' the required roofing permit, and to explain to the owner the content of the section. The Qrov is ws of Section R440� • • • • govern the minimum requirements and standards of the industry for roofing system instagtions. Addkpvjlj ,, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2• Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. —6— Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. s- _Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not 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 scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. er/Age Iflignatu6jDate kn��ctor ignature Date 1Y& NW0 EN#- •sue 9 Property Address 366y Permit Number Revised on 7/9/2009 LD:07/01/2015; ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2017 High -Velocity Hurricane Zone Uniform Permit Application F r Sectiort C_jLow Slope Application) Surfacing: Fill in spe cific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer. ,0V, Product Approval No: 01LANCX. Design Wind Pressures, FromRAS 123 or Calculations: Pmaxl. ��� max2 O1► Pmax3:—�� ��11 Max- Design Pressure, from the specific Product_�� Approval system. - Deck: Type.—�1��Yr3o,-------- Gaug e/Thickness:__�� Slope: Anchor/Base Sheet & No. of Ply(s): 7 By Anchor/Base Sheet FastenerBond at r' 1_� Insulation Base Layer: Base Insulation Size and Thickness: A/ 10- Base Insulation Fastener/Bonding Material:A14w0 Top Insulation Layer: Top Insulation Size and Thickness: /rA14__ C Top Insulation Fastener/Bonding Nlaterial Base Sheet(s) & No. of Ply(s): 7I6 Fastener Spacing for Anchor/Base Sheet Attachment: �r Field:" oc @ Lap, # Rows _,:� @ " oc Perimeter: -0—" oc @ Lap, # Rows ; oc Comer: " oc @ Lap, # Row4• @i:e pc Number of Fasteners Per lnsuiat:A-*Board: . • Field _`' Perimete:M+ •. C :m.r /�/: Illustrate Components Not88 aftM Details Ss • •• Applicable: • • • • • • • Woodblocking, Gutter, Edge T,'rminatien, Stti pin •Flashing,• Continuous Cleat, Cant Strip, fsase F4ashing,oun%r- 0 Flashing, Coping, Etc. '. •' ; 0 00 • Indicate: Mean Roof Height, Parapet Height, FieMf .df Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit t4fin / Base -"fleet Fastener/Bonding Material: ®p �3 TS/b AW Ply sheet(s) & No. of Ply(s): ''Ply Sheet Fastener%Bondingq Materiaj—liffel off c " A - Top Ply Fastener;Bonding Mate I: i T — -is--i- -- I Parapei� Heicht 'I f Mean Roof Height -i_ORIDA BUILDING =OCF_ — BUILDING 75.33 MIAMI•DiADE MIAMI-DADE COUNTY d� I PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.;ov/econotnV GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA i s 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 allojedJly. the Authority .... • • Having Jurisdiction (AHJ). .. . ••.• .. This NOA shall not be valid after the expiration date stated below. The .Miami -Dade C'ourity Product :....*00 : Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami D'"�bunty3•••0• • reserve the right to have this product or material tested for quality assurance purposes..Lf this product oc ..... • material fails to perform in the accepted manner, the manufacturer will incur the experlie of such teating• • • •... and the AHJ may immediately revoke, modify, or suspend the use of such product or 01*141 within their •, jurisdiction. MR reserves the right to revoke this acceptance, if it is determined by Njiami-bade iLm#ily • •' • • • Product Control Section that this product or material fails to meet the requirements ofl4Q4 pplicabJe :•••• building code. 00...0 This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity .Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. 1/1" LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-1030.01 and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. `* ,t NOA No.: 18-0919.07 r` Expiration Date: 11/04/23 Approval Date: 11 /08/18 Page 1 of 27 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS`"" Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic pVsheet reinforced • • • •; • Wide with fiberglass mat. ...... .... ...... Tri-Ply`' Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic�plys'heet reinforced �....� Wide with fiberglass mat. 0 0 • • • • • 00*00 GAFGLAS "' 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic �phy�s*heet reinforced FlexPly'm 6 Wide with fiberglass mat. *00000 0 0• GAFGLAS"`' #75 39.37" (1 meter) ASTM D4601 . . . . Smooth asphaltic base orbase/ply sh�atr+e��forced' Base Sheet Wide with0000.fiberglass mat. . , 00 0 ..... 1 Tri-Ply"#75 Base 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Sheet Wide with fiberglass mat. GAFGLAS`O" #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Ultima'" Base Sheet Wide with fiberglass mat. GAFGLAS`"" 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavent`k' Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS"" 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent""'Nailable Wide sheet reinforced with fiberglass mat. Bottom side Venting Base Sheet surfaced with granules. Ruberoid"' 20 39.37" (1 meter) ASTM D6163 SBS polymer -modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid`R' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid"" Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or anchor Smooth 1.5 wide sheet reinforced with a polyester mat. Ruberoid`' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Plus Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid`' HW 25 39.37" (1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a fiberglass mat. NOA No.: 18-0919.07 MIAMI•DADECOUNTY Expiration Date: 11/04/23 6 Approval Date: 11/08/18 Page 2 of 27 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid" HW 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. GAFGLAS'G' 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Mineral Surfaced Wide with fiberglass mat. Cap Sheet Tri-Ply"r ) BUR 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Granule Cap Sheet Wide with fiberglass mat. GAFGLAS'O' 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltiL.Wt Sheet rejqfgrced EnergyCapT" Wide �• with fiberglass mat. Cap skeeteis facto�seoated ....:. Mineral Surfaced with TOPCOAT' EnergytIme''•Elastomeric ; Cap Sheet • • •; ' Coating.see* ."". ....90000 Topcoat' Surface 5 or 55 gallons ASTM D6083 Solvent -based thermoplastic Ater .69.o. • • • • • Seal SB sealant designed to protect aridrestore aged roof surfaces and to increase r¢of wjectiv�y. • Topcoat`"' 1, 5 or 55 gallons ASTM D6083 Water -based elastomeric eo "nog :....: Membrane •• • Topcoat' MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer designed to block asphalt bleed -through. Topcoat' FireOut" 5 or 55 gallons Proprietary Low VOC, water based fire barrier coating. Fire Barrier Coating VersaShield' Fire- 12" x 100' rolls ASTM D226 Non -asphaltic, fiberglass reinforced underlayment Resistant Roof and/or fire barrier Deck Protection VersaShield" Solo'" 42" roll wide, 100 ASTM D146, Non -asphaltic, fire resistant fiberglass Fire -Resistant Slip ft. D828, D4869, underlayment Sheet D6757 Topcoat""' 1, 5 gallons or TAS 139 Solvent -based elastomeric sealant. F1exSealTM 1 qt. tube NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 3 of 27 APPROVED INSULATIONS: TABLE 2 Manufacturer Product Name Product Description (With Current NOA) EnergyGuardT" Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard" Tapered Polyisocyanurate foam insulation GAF Polyiso Insulation EnergyGuardT" Ultra Polyiso Glass -faced polyisocyanurate foam insulation GAF Insulation .•�.'� EnergyGuard"' RA Polyiso Polyisocyanurate foam insulation ••..C1�F ,•�••• • Insulation • • '"' EnergyGuard RA Composite Polyisocyanurate foam insulation with high •..•6jLjF • 0000 90011 ••••.. Polyiso Insulation density fiberboard or permalite ...... ' ..... EnergyGuard"' RIJ Polyiso Polyisocyanurate foam insulation " 'GAF ..',• :..... Insulation 0 0 • EnergyGuard'" RH Tapered Polyisocyanurate foam insulation �...:. ,GAF •...:. Polyiso Insulation 00 0000 • EnergyGuard" RN Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard"' Perlite Roof Perlite insulation board GAF Insulation EnergyGuard"I Perlite Recover Perlite recover board GAF Board Securock'°' Gypsum -Fiber Roof Gypsum board United States Gypsum Corp. Board Securock" Glass -Mat Roof Glass faced gypsum board United States Gypsum Corp. Board Structodek"High Density Fiber High density fiberboard Blue Ridge Fiberboard, Inc. Board Roof Insulation DensDeck"' Prime Roof Board Gypsum board Georgia-Pacific Gypsum LLC DensDeck` Roof Board Gypsum board Georgia-Pacific Gypsum LLC NOA No.: 18-0919.07 MIAMi•DADECOUNTY Expiration Date: 11/04/23 "'' ' Approval Date: 11/08/18 Page 4 of 27 APPROVED FASTENERS: Fastener Product Number Name I. Drill-TecT" #12 Fastener I Drill-Tec"' 414 Fastener 3. Drill-Tec" ASAP 3S 4 Drill-Tec"' 3" Steel Plate 5. Drill-Tec"" 3" Standard Steel Plats 6. Drill-Tec"' Accul'rac" Flat Plate 7. Drill-TecT" AccuTrac" Recessed Plate Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) iAmI DADE COUNTY TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Drill-Tec" # 12 Fastener with Drill-Tec" 3" Standard Steel Plate. Round Galvalume' steel stress plate with reinforcing ribs and recessed for use with Drill-TecT"' fasteners. Galvalume"` coated steel stress plate for use with approved Drill-TecT" fasteners. A2-SS aluminized steel plate for use with Drill-TecT" fasteners. Galvalume'''• steel plate with recess for use with Drill- ,. Tec fasteners. Round Galvalume plated steel stress plate with reinforcing ribs for use with Drill-TecT" fasteners. Dimensions 412 x 8" max length, #3 Phillips head. Manufacturer (With Current NOA) GAF 414 x 16" GPrF•"'. • • ...... max. length, •••... •••••• #3 Phillips •••••� :....; head. • ...... ..... See ••�..' GV •�. •....' components "; •; . 3" Round ••� C4AF.. .....; 3" Round GAF 3" square; GAF 017" thick 3" square; GAF 017" thick 3" Round GAF NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11 /08/18 Page 5 of 27 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3014547 4470 05/22/03 3029832 4470 05/11/07 3033135 4470 11/24/08 3034312 4470 04/09/09 3036980 4470 08/14/09 3038278 4470 11/18/11 3040738 4470 1 1 /16/10 3041769 4470 05/26/11 3042887 4470 11/14/ 1 1 3042905 4470 : t/ 10/ 12 3046081 4470 �•• • .0 02/1')/13•...:' 3046388 4470 . W1.2-4/12 •. 3047636 4470 �•�� �•1H/08/13:•••�� ODOA8.AM 4470 OZ/09/99:"": ODIA&AM 4470 • �.. �....• :••6I/�9/94••••• . OY9Q5.AM 4470 ••:'•: 1 B9A8.AM 4470 •••Q4'/D1/98"see 0%11/04/97 • • •':' 2B8A4.AM 4470 �••�•� 07102/97••••.. 3 B9Q LAM 4470 ;' 171"08 /98 . 3D4Q2.AM 4470 '..� 0. 30/97:****: ••; 797-03221-267 4470 9917/07 797-03825-267 4470 07/21/08 797-10228-267 4470 01/23/15 UL LLC R1306 UL 790 08/21/18 PRI Construction Materials GAF-122-02-01 TAS 139 05/07/06 T echnologies, LLC GAF-270-02-02 ASTM D226 11115110 CIA F-276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/1 1 GAF-369-02-01 ASTM C1289 10/22/12 GA17-417-02-01 ASTM C,1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C 1289 02/06/ 14 GAF-499-02-01 ASTM D6083 03/ 12/ 14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/14 GAF-549-02-02 TAS 114 08/08/14 GAF-559-02-01 TAS 117(13) 09/30/14 GAF-559-02-04 ASTM D 1876 10/01/14 GAF-559-02-05 ASTM D 1876 10/15/14 GAF-559-02-06 TAS 1 14(H) 10/02/14 GAF-559-02-07 ASTM D 903 10/02/14 GAF-559-02-08 ASTM D 903 10/02/14 NOA No.: 18-0919.07 Mmmf-DADECO& Expiration Date: 11/04/23 .Approval Date: 11/08/18 Page 6 of 27 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Date PR1 Constniction Materials GAF-559-02-09 ASTM D 903 10/02/14 Technologies, LLC GAF-559-02-1 1 TAS 114 10/14/14 GAF-559-02-12 TAS 114 10/14/14 GAF-559-02-13 TAS 114 10/15/14 GAF-559-02-14 TAS 114 10/15/14 GAF-559-02-15 TAS 114 10/15/14 GAF-559-02-16 I -AS 114 10//15/14 GAF-559-02-18 TAS 114 10/ 15/14 GAF-559-02-19 TAS 114 04/ 16/15 GAF-628-02-01 ASTM C1289 . 05/.31/16 ...... •.4VJ8/02 IRT of S. F1. 02-005 TAS 114 •..••: 02-014 "TAS 114 ...... 0 4- /, '&02 'I rinity L-RD C8500SC.11.07 TAS 117 •....• it/.10/07 G30250.02.10-3-R2 ASTM D390.9... W/M/15 G31360.03.10 ASTM D616*4':••: IM11/10 G33470.01.11 ASTM D616�4:•�*• 01*1/16/11 G34140.04.11-2 ASTM D616V . 04/Z5/1 I G34140.04.11-4-R2 ASTM D640.1 :'C1 /64/15 G34140.04.11-5-R3 ASTM D489'1••* (V*4/15 G36780.07.1 I -R 1 4470-TAS 114 4/'1781/11. G40630.01.14-1 ASTM D6163 01 /06/ 14 Ci40630.01.14-2A ASTM D6164 0007/14 G40630.01.14-2A-1-R 1 ASTM D6164 04/ 10/ 14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 SC6870.08.14-R.1 ASTM D3909 09/04/14 SC9700.08.15-R1 ASTM D2178 8/31/2015 SC10680.05.16 ASTM D6163 5/10/2016 SCI3105.03.17-R1 ASTM D6164 3/23/2017 Dynatech Engineering Corporation #4482.02.95-1 TAS 114 09/01/95 Atlantic & Caribbean Root' 1 1-053 TAS 114 08/12/11 Consultants. LLC NOA No.: 18-0919.07 CIAMIDADE COUNTY Fxpiration Date: 11 /04/23 Approval Date: 11/08/18 Page 7 of 27 Membrane Type: BUR Deck Type l : Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(1): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck (optional) Protection, VersaShield Solo— Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Base sheet: ••+.•• GAFGLAS® 480 Ultima Base Sheet, Stratavent Nailable VO 8"a�e Sheet, RuberoidI• 0 S' 20 Smooth, Ruberoido SBS Heat -Weld— Smooth or Ruberoid�' B H eat-We4e��'+2�tbase •.+„• sheet mechanically fastened to deck as described below; 0•+000 • Fastening .+.... GAFGLAS® Flex Ply— 6, GAFGLAS' 475 Base Sheet, Tri-Ply�'015'Aase Sheet er any of, . . • • Option #1: the above anchor sheets attached to deck with appreved annular r pg s gnk nail+s.arLd tin +.,.+' caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in•ty''1p rdws 9'''o c' V the o e s o o • field. •••••• • (Maximum Design Pressure —52.5 psf. See General Limitation *7) 000000 0 0 Fastening GAFGLAS° 480 Ultima'°' Base Sheet, Ruberoid' 20 Smooth or 4410roo:dll Mop Smooth • 0 0 0 • Option #2: attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel•plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4, Tri-Ply' Ply 4 or GAFGLAS' #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLA S' EnergyCap— Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs_/sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 21 of 27 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(2): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat' FireOut' Fire Barrier Coating, VersaShield® Fire Resistant Roof Dieh• • • (optional) ...... Protection, VersaShield' Solo' Fire -Resistant Slip Sheet installed per manufacturer's •• installation instructions. • • •; • • • • • • ....:. Anchor sheet: GAFGLAS° #80 Ultima Base Sheet mechanically attached with Miami -Dada Cowty ; • • • •; Approved min. PA long, 12 ga., annular ring shank nails and 1-5/8w":metAlin* caps ..... spaced 7" o.c. in the min 4" wide side laps and in 3 staggered roWIMihe fieLc?6jthe sheen••• Ply Sheet: •• •• •• • •••••• Two or more plies of GAFGLAS® Ply 4, Tri-Ply' Ply 4, GAFGr"ef lexPly- 6,adhered to .' the base sheet in full mopping of approved asphalt applied within the LVT r4Uq. "d at a• • • • : • rate of 20-40 lbs./sq. installed per manufacturer's installation Atruttions. ' ;.•.•; Cap Sheet: One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule map Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat' Surface Seal SB applied at l to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. Maximum Design Pressure: -82.5 psf. (See General Limitation #7) NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 22 of 27 Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(3): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut" Fire Barrier Coating, VersaShieldo Fire -Resistant SHC &41 or (optional) VersaShieldo Solo" Fire -Resistant Slip Sheet installed per manufacturer's installation •••�;• instructions. ...... Anchor sheet: GAFGLAS' 475 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid" 2D'Smooth o? GAFGLAS® Stratavent® Venting Nailable Base Sheet is secures escrib4abdow. ' ..... Fastening Miami -Dade County Approved min. 12 ga. annular ring shank rUfftid mip*1;9/$ in. ••-•- Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet sidelaps and 8' • in. o.c. in the field of the sheet in two staggered rows. • . . . . ...... (Maximum Design Pressure: —45 psf. See General Limitation¢ #7). • • • • • • Fastening . ...... Miami -Dade County Approved min. 12 ga. annular ring shank nails and miL.40-S/2 in. • 77 Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side aps 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) Fastening Drill-Tec' #14 Fasteners and Drill-TecT' 3 in. Standard Steel Plates, Drill-Tec' Option #3: AccuTracl 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 47) Fastening Drill-Tec' #14 Fasteners and Drill-Tec'T° 3 in. Standard Steel Plates, Drill -Teo" Option #4: AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec— #14 Fasteners and Drill-Tec'*' 3 in. Standard Steel Plates, Drill-Tec— Option #5: AccuTrac' Flat Plates or Drill-Tec'T" 3 in. Ribbed Galvalume Piate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS' Ply 4, Tri-Ply® Ply 4, GAFGLAS' Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. , NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 23 of 27 Cap Sheet: (Optional) GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCap' Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. a 0 ...... 2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 +tom Seal./sq., ...0 * • @ 9 OR 00060 0...... • ...... Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a4virper) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. • • • • • • .... . ..... 3. Fiber Aluminum Roof Coating. .+�..� ..;.•• Maximum Design �..•.• .. .. .. . ...... ...... • Pressure: See Fastening Above. 0 0 a ....;� •• • • •• . ! • . NOA No.: 18-0919.07 MIAMI•DAD: COUNTY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 24 of 27 Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(4): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet (optional) VersaShield® Solo— Fire -Resistant Slip Sheet, installed per manufacturer's installation instructions. Anchor sheet: GAFGLASO #75 Base Sheet, Tri-Ply® 475 Base Sheet, Ruberoid® 20 Smooth or GAFGLASO Stratavent® Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter Option #1: tin caps 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 two staggered rows. :"'•• �.� (Maximum Design Pressure: —45 psf. See General Limitation #7) • • .... • • Fastening 00*000 Miami -Dade County Approved min. 12 ga. annular ring shank nails aid Lu. 1-5/8 in.diameter Option #2: tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in..O.c. ip the ; • • • • ...... field of the sheet in two staggered rows. .... ... (Maximum Design Pressure: —52.5 psf. See General Limitation #7f • •'.. • • • ' Fastening Drill-Tec— 914 Fasteners and Drill-Tec— 3 in. Standard Steel Plates-1004.Tec" AccyTrac® ••� Option #3: Flat Plates or Drill-Tec— 3 in. Ribbed Galvalume Plate (Flat) are spaced l; in. o.e. in the min.4..,. in. wide anchor sheet side laps and 16 in. o.c. in the field of the shee: in twp staggered rows. . .. . . .. ...... (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tec— 414 Fasteners and Drill-Tec— 3 in. Standard Steel Plates, Drill-Tec"" AccuTrac® Option #4: Flat Plates or Drill-Tec— 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' AccuTrac' Option #5: Flat Plates or Drill-TecT" 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) Base Sheet: Ruberoid°i' 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply° BUR Granule Cap Sheet or GAFGLAS EnergyCap— Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 25 of 27 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at I to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See Fastening Above. .... . ..... .. .. .. . ...... ...... ...... NOA No.: 18-0919.07 CMLAMI•DAD: couNTY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 26 of 27 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply— 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeck— Roof Board or %" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foarbeiiiiQjations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be;WieV using pot "••;• mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbouj'% b Vee ro' oo, Quit at • � • � � � each sidelap and one down the center of the sheet allowing a continuous area of ventilativ" %acircling of the • • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow croVev"Allationt Asphalt ;••..• application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attachtsl!•5'ystems s"h0a9 ie ..... limited to a maximum design pressure of -45 psf. . 000000 ..... 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force �01'1 value of 29S 16f., as • • • •; • tested in compliance with Testing Application Standard TAS 105. If the fastener value,hs $el*l-tested, are below '. 5 lbf.insulation attachment shall not be acceptable. ...... ...... 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment.is Based on a Ainimun: • • • • fastener resistance value in conjunction with the maximum design value listed within a specific systerw;a iould the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 1 17. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 1 1 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY NOA No.: 18-0919.07 •• e � Expiration Date: 11/04/23 Approval Date: 1.1/08/18 Page 27 of 27