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RF-18-178Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Perm it Issue Date: 217/2018 Pe it NO. RF -1-1 8-178 Permit Type: Roof Work Classification: Flat Permit Status: APPROVED Expiration: 08/06/2018 Parcel Number Applicant 1071 NE 95 Street Miami Shores, FL 1132060143610 Block: Lot: DONALD S MCCORQUODALE JI Owner Information Address Phone Cell DONALD S MCCORQUODALE JR &W & 1071 NE 95 ST ---• •- ---- - ---- -- - - - MIAMI FL 33138-2547 Contractor(s) TOP SEAL SERVICES CORP Phone Cell Phone (305)754-7844 Valuation: Total Sq Feet: $ 3,500.00 576 Type of Work: Re Roof Additional Info: RE -ROOF LOW SLOPE Classification: Residential Scanning: 3 Fees Due Bond Type - Owners Bond Bond Type - Owners Bond Bond Type - Owners Bond Bond Type - Owners Bond Bond Type - Owners Bond Bond Type - Owners Bond Bond Type - Owners Bond Bond Type - Owners Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $0.00 $0.00 $0.00 $o.00 $o.00 $500.00 $0.00 $0.00 $2.40 $3.75 $2.50 $0.80 $250.00 $9.00 $3.20 $771.65 Pay Date Pay Type Invoice # RF -1-18-66206 02/07/2018 Check #: 5396 01/23/2018 Check #: 5385 02/07/2018 Check #: 1336 Bond #: 3644 Amt Paid Amt Due $ 221.65 $ 50.00 $ 500.00 $ 550.00 $ 500.00 $ 0.00 Available Inspections: Inspection Type: Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof I 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 RICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNE constructi that all the foreg I authoriz 'ng information is accurate and that all work will be done in compli above-named contractor to do the work stated. Author! - ature: cant Building Departm February 07, 2018 ce with all applicable laws regulating ruary 07, 2018 Date BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Q ROOFING Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL RECEIVED JA�P01B' T'/ FBC 201�fi-2,v is_ R8 ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ( 011 NciGle SA-r'€E3 City: Miami Shores County: Miami Dade Zip: 33) SFS Folio/Parcel#: 11- 3006, - C5 1 A1-34, %b Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: NO BFE: FFE: OWNER: Name (Fee Simple Titleholder): 'BalAgA' f 1 re-/LeoPhone#: 305- '7 5/p-5'>€3 Address: ) C f 1 . Q' 5 i reei city: liAce i ,c,rores State: 1101 Zip: 3 SOS- Tenant/Lessee Name: Phone#: Email: f laCY'CLC)'f2.r9 0 cLi+. rvef CONTRACTOR: Company Name: ,Address: City: � �S`""�� State: Phone#: ZIS - Qualifier Name: State Certification or Registration #: �CL, t3 3 0)1 cl Phone#: Certificate of Competency #: Zip: DESIGNER: Architect/Engineer: /-Phone#: ti i Address: City: ' State: Zip: CO Valueof Work-'for.thisTermit: $ 4.-.'''`w 3c/Square/Linear Footage of Work: Type,of Work:• . ❑ Addition i'•`®: -Alteration n New U ttepair/Replace Description of Work: -_ ❑ Demolition t Specify color of color thru tile: S� Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $' Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 5( TOTAL FEE NOW DUE $ 2-2 f , ('S (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding•Company's Address r s� r City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City + State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement mus • = •osted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The"fooregoing instrument was acknowledged beforeome this Q,IVA day of JOI1Vgl , 20 Ig , by ' lti Meek VV(,1Gl,Q , who is personally known to � 9 me or who has produced .tOij(lC .1)4 IS j;C�AQ identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: M4f C c jA iota as MARIA CAROLINA GOMEZ Notary Public, State of Florida Commisstonfi FF 209431 My comm. expres Mr. 12, 2019 ************ ***************** APPROVED BY (Revised02/24/2014) Signature The foregoing instrument was acknowledged before me this day of.: Plot.) 20 5 , by t�t t . , who is personally known to me or who has produced as identification and who d NOTARY PUBLIC: Sign: Print: Seal: ICHAEL MARTINEZ MISSION # GG041319 ES October 24, 2020 **************************************************************** Plans Examiner Structural Review Zoning Clerk OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Qv& . 111 ` 'orQ t cc Qle Property Address 1071 WE qs -S}re Roofing Permit Number Dear Building Official:a� I� a. rl k`f brgL.Q c dcd certify that I am not required to retrofit the roof to wall connections am)/ building because: The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. UThe building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). Signature Property Owner 1y M a br7t tom 1e Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this t(p day of / %1 • 20 (S. A+) PG rA ;;-1i 0 MARIA CAROLINA GOMEZ Notary Public, State of Florida Commission# FF 209431 My comm. expires Mar. 12, 2019 rsuttally-known or Produced Identification Mau& nthk() 14.4,0e When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. C' lhcumeme and tirmnn ael'h1y Documents iwiwsGuphs 2Roofing AMd.ng Compbm.•a92602FtIl.bk.Joc 1/L3/2U1b Property 5earcn Application - Miami -Dade (Aunty When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market IMPORTANT value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Folio SEARCH: 1071 ne 95st Back to Search Results PROPERTY INFORMATION Folio: 11-3206-014-3610 Sub -Division: MIAMI SHORES SEC 2 Property Address 1071 NE 95 ST Miami Shores, FL 33138-2547 httn•//www miamiriaria nnv/nrnnarfvcaarch/tei Suite 1/R 1I23/2U1li I-'roperty Searcn Application - Miami -Dade County Featured Online Tools Comparable Sales Non -Ad Valorem Assessments Property Record Cards Property Taxes Report Homestead Fraud Tax Estimator Value Adjustment Board ASSESSMENT INFORMATION Year Land Value Building Value Extra Feature Value Market Value Assessed Value Glossary PA Additional Online Tools Property Search Help Report Discrepancies Tax Comparison TRIM Notice 2017 Aerial Photography r60ft 2017 2016 2015 $616,680 $633,382 $522,893 $198,794 $199,144 $199,494 $29,702 $29,946 $23,958 $845,176 $862,472 $746,345 $355,924 $348,604 $346,181 httn•Hwww miamiriarto nnv/nrnnartvcaarrh/#/ R/c, 1/23/2018 I-roperty Searcn Application - Miami-Uaae county TAXABLE VALUE INFORMATION 2017 2016 2015 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $305,924 $298,604 $296,181 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $330,924 $323,604 $321,181 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $305,924 $298,604 $296,181 REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $305,924 $298,604 $296,181 BENEFITS INFORMATION Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $489,252 $513,868 $400,164 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). FULL LEGAL DESCRIPTION MIAMI SHORES SEC 3 PB 10-37 E1/2 OF LOT 25 & LOT 26 & 27 BLK 81 LOT SIZE IRREGULAR OR 18367-769 1198 1 httrr/hnnuw miamiriarip nnv/nrnnarhmparrh/#/ 1/L3/2U1ti rroperty 5earcn Application - Miami-uaoe County SALES INFORMATION Previous Sale Price OR Book -Page 11/01/1998 $275,000 18367-769 Sales which are qualified 01/01/1982 $250,000 11382-0122 Other disqualified 08/01/1976 $81,000 00000-00000 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2017 2016 2015 LAND INFORMATION Qualification Description Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-25, R-26 1400 - SGL FAMILY - 3001-3250 SQ Front Ft. 75.00 $370,008 GENERAL R-25, R-26 1400 - SGL FAMILY - 3001-3250 SQ Front Ft. 50.00 $246,672 BUILDING INFORMATION Building Number Sub Area Year Built 1 1 1951 1 2 1964 1 3 1976 EXTRA FEATURES Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1,909 $132,866 294 $20,462 603 $45,466 Description Year Built Units Cale Value Pool 6' res AVG 3-8' dpth, plain feat 250-649 sf 1977 1 $16,375 Screen Enclosure - Avg Dome type 1977 1,720 $7,323 Patio - Concrete Slab 1977 1,270 $3,327 Patio - Concrete Slab 1977 312 $817 Chain-link Fence 4-5 ft high 1976 300 $1,860 hftn•//www miamiriaria nnv/nrnnartvcaarch/tt/ SIF 1/•L3/ZU111 Property 5earcn Appiication - Miami-Uaae County Owner DONALD S MCCORQUODALE JR &W BEVERLY B MCCORQUODALE Mailing Address 1071 NE 95 ST MIAMI, FL 33138-2547 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half Floors Living Units Actual Area Living Area Adjusted Area Lot Size Year Built 4/3/0 2 1 2,806 Sq.Ft 17,125 Sq.Ft 1951 hfn•//enaw miamiriar1 nnv/nrnnartvcaarrh/$/ Map View Layers 2/F Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Contractor's Name Job Address 1070 Section A (General Information) Clc ROOF CATEGORY 0 Mechanically Fastened Tile 0 Mortar/Adhesive Set Tile altic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes Shingles 0 Prescriptive BUR -RAS 150 ROOF TYPE .. ..... • • .• ... . . rECE;''w` D . • ....•.. JAN 3 1018 .... •. • .. ❑ . New RoS❑ Reroofing Recovering 0 Repair 0 Majpteppnce ROOF SYSTEM INFORMATION 0 . • . Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) '..': 5-76 . .. . • .. .. . SECTION (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. co f 1 ...... a w 0 c5 z z 0 N Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify s'NA") System Manufac to NOA No.: a_ _ 4Pao.o/ Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: 7/ 7 Pmax3:/P Max Design Pressure, From the NOA System:' Deck: q Type: G'���P� " , i Gauge/Th Slope: Anchor/Base Sheet & No. of Ply(s): Anc e S t F ste a I: Insulation Base Layer24/40LF/444;WAre 41069 Base Insulation Size and Thickness: Base ns Iation Faste er/Bondn Material: Top Insulation Layer. A19/4 Top Insulation Size and Thickness: Aiffi Top Insulation Fastener/Bonding Material: %� � ,�/�lA. ase Sheet(s) & No. of Ply(s): Base Sheet Fastener/B.ondin • ' aterial: � 44i:s� Ply She t(s)) & No. of Ply(s): 4..,d �r y% i Ply Sf foa ener/din. .Material: Top Ply: a4i irr. Top PI ate er/ Bon ng Material: As 44 -7— Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment a� Field: ' oc @ Lap. # Rows © q • oc Perimeter.0 ' oc © Lap, # Rows (off ' oc Comer¢ ' ' oc @Lap, # R47, ows Number of Fasteners Per Insulation Board Field Perimeter Comer _ illustrate Components Noted and Details as Applicable: • .•••• • Woodblocking, Gutter, Edge : Teptination, • • • • Stripping, Flashing, Continuous 'Cleat! Cant* • Strip, Base Flashing, Counte.•• :Flashing,* Coping, Etc. •••••• • Indicate: Mean Roof Height, Paragat.Height,.• . Height of Base Flashing, Compdhegt.ti9terial,: •..• Material Thickness, Fastener T ae Fastener Spacing or Submit Manufacturers that. • • Comply with,RAS 111 and Chaptet 16' • •• • • as s442.7' •r•:': • • • • • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 H ww.miarnidade.zov/economy 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 Autlldttty • Having Jurisdiction (AHJ).• • •••• .. . • . This NOA shall not be valid after the expiration date stated below. The Miami -Dade ConAt I'i duct • Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cbtthty) • reserve the right to have this product or material tested for quality assurance purposes. If:fhis' product bt. •. material fails to perform in the accepted manner, the manufacturer will incur the expense oruch testi•ng • • and the AHJ may immediately revoke, modify, or suspend the use of such product or material within lihein jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mid •-p�Sle County. Product Control Section that this product or material fails to meet the requirements of thh applicable „ • building code. . • . This product is approved as described herein, and has been designed to comply with the Florida Buildino,de 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 revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Pagel of 31 ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: Roofing BUR Fiberglass Wood -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED Product GAFGLAS® Ply 4 Tri -Ply® Ply 4 GAFGLAS® FlexPlyh 6 GAFGLAS®#75 Base Sheet Tri-Ply®#75 Base Sheet GAFGLAS® #80 Ultima" Base Sheet GAFGLAS® Stratavent® Perforated Venting Base Sheet GAFGLAS® Stratavent® Nai labl e Venting Base Sheet Ruberoid® 20 Smooth Ruberoid® Mop Smooth Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid® HW 25 Smooth MIAMI.DADE COUNTY APPROVED TABLE Test Dimensions Specification 39.37" (1 meter) ASTM D2178 Wide 39.37" (1 meter) ASTM D2178 Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide ASTM D2178 ASTM D4601 ASTM D4601 ASTM D4601 ASTM D4897 ASTM D4897 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 OR LABELED BY APPLICANT: 1 Product Description Smooth surfaced asphaltic ply sheet reinf dl'cttl. with fiberglass mat. • •' • "" •. • . . Smooth surfaced asphaltic ply:leaet reinforced with fiberglass mat. • .... .. . Smooth surfaced asphaltic Tiy. ilae'et rein oPced' with fiberglass mat. • • Smooth asphaltic base orb o/pLy sheet reinfo• rced with fiberglass mat. • • • Smooth asphaltic base or base/pr sheetreinforced with fiberglass mat. • • • •. • Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. SBS polymer -modified asphalt base or anchor sheet reinforced with a fiberglass mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced torch applied SBS base or anchor sheet reinforced with a.fiberglass mat. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 2 of 31 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specification Ruberoid® HW 39.37" (1 meter) ASTM D6164 Smooth wide GAFGLAS® 39.37" (1 meter) ASTM D3909 Mineral Surfaced Wide Cap Sheet Tri -Ply® BUR 39.37" (1 meter) ASTM D3909 Granule Cap Sheet Wide GAFGLAS® 39.37" (1 meter) ASTM D3909 EnergyCap" Wide Mineral Surfaced Cap Sheet Topcoat® Surface 5 or 55 gallons ASTM D6083 Seal SB Topcoat® 1, 5 or 55 gallons Membrane Topcoat® MB Plus 5 or 55 gallons Topcoat® FireOutT" 5 or 55 gallons Fire Barrier Coating VersaShield®Fire- 12" x 100' rolls Resistant Roof Deck Protection VersaShield® Solo" 42" roll wide, 100 Fire -Resistant Slip ft. Sheet Topcoat® FlexSealn' MIAMI•DADE COUNTY APPROVED 1, 5 gallons or 1 qt. tube ASTM D6083 Proprietary Proprietary ASTM D226 ASTM D146, D828, D4869, D6757 TAS 139 Product Description Smooth surfaced torch applied SBS base or anchor sheet reinforced with a polyester mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. .... Granule surfaced asphaltic.cap sheet reinforced with fiberglass mat. Cap shut isactory coated with TOPCOAT® EnergyG e: •Blastonierre Coating. .... Solvent -based thermoplast?Grtigbtr•• .. . • sealant designed to protect.and sostore aged roof surfaces and to increase roof ref4ectivity •. Water-based elastomeric cDatifig; • • . . . Water based, low VOC primer designedto l+lock asphalt bleed -through. Low VOC, water based fire barrier coating. Non -asphaltic, fiberglass reinforced underlayment and/or fire barrier Non -asphaltic, fire resistant fiberglass underlayment Solvent -based elastomeric sealant. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: Product Name EnergyGuard'T" Polyiso Insulation EnergyGuard"' Tapered Polyiso Insulation EnergyGuard' Ultra Polyiso Insulation EnergyGuard' RA Polyiso Insulation EnergyGuard'" RA Composite Polyiso Insulation EnergyGuard'" RH Polyiso Insulation TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Glass -faced polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or permalite Polyisocyanurate foam insulation EnergyGuard' RH Tapered Polyisocyanurate foam insulation Polyiso Insulation EnergyGuard'' RN Polyiso Polyisocyanurate foam insulation Insulation EnergyGuard' Perlite Roof Perlite insulation board Insulation EnergyGuardm Perlite Recover Perlite recover board Board Securock® Gypsum -Fiber Roof Gypsum board Board Securock® Glass -Mat Roof Glass faced gypsum board Board Structodek® High Density Fiber High density fiberboard Board Roof Insulation DensDeck® Prime Roof Board Gypsum board DensDeck® Roof Board Gypsum board MIAMI•DADE COUNTY APPROVED Manufacturer (With Current NOA) GAF GAF GAF GAF . •• • • •••• • • • • •• G• AF • • • • • • •••• •• • GAF • • • •••• •• •• • • •• ••GAF •• •• • • • • • • • •GAF • • • • ••• • •• • • • • • GAF GAF United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4of31 APPROVED FASTENERS: Fastener Number Product Name 1. Drill-TecT' #12 Fastener 2. Drill-Tece' #14 Fastener 3. Drill -Tec"' ASAP 3S 4. Drill-TecT' 3" Steel Plate 5. Drill -Tee"' 3" Standard Steel Plate 6. Drill -Tee" AccuTrac®Flat Plate 7. Drill-TecT• AccuTrac® Recessed Plate 8. Drill -Tec 3 in. Ribbed Galvalume Plate (Flat) MIAMI•DADE COUNTY 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 -Tee"' #12 Fastener with Drill -Tee" 3" Standard Steel Plate. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill -Tee" fasteners. Galvalume® coated steel stress plate for use with approved Drill-TecT" fasteners. A2 -SS aluminized steel plate for use with Drill -Tee"' fasteners. Galvalume® steel plate with recess for use with Drill- TecT' fasteners. Round Galvalume® plated steel stress plate with reinforcing ribs for use with Drill-TecT' fasteners. Manufacturer Dimensions (With Current NOA) #12 x 8" max. length, #3 Phillips head. #14 x 16" max. length, : .• #3 Phillips •. • head. • GAF GAS•••. .... • • See • ••••• G r'f . • components • • • • • .. . .. .. • . ..• .. 3" Round GAF . • • • • . • • . . .• • 3" Round 3" square; .017" thick 3" square; .017" thick 3" Round • •• . • • • GAS' • GAF GAF GAF NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: '05/04/17 Page 5 of 31 • • •, • • • • • •• • • • • 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 11/16/10 3041769 4470 05/26/11 3042887 4470 11/14/11 3042905 4470 .Q1./.10/12 3046081 4470 • • '4Z415/13 •••• �• 3047636 4470 '..' 08/18/13 . ODOA8.AM 4470 •.. • o.. :'Q1/a�/99 •• • • ' . OD1A8.AM 4470 09/29/94 i • 0Y9Q5.AM 4470 •• • •• • :•Q4/01/98 • •1B9A8.AM 4470 • 09/04/97 •'; EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Date PRI Construction Materials GAF -559-02-04 ASTM D 1876 10/01/14 Technologies, LLC GAF -559-02-05 ASTM D 1876 10/15/14 GAF -559-02-06 TAS 114(H) 10/02/14 GAF -559-02-07 ASTM D 903 10/02/14 GAF -559-02-08 ASTM D 903 10/02/14 GAF -559-02-09 ASTM D 903 10/02/14 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 ,a41.5/14 GAF -559-02-15 TAS 114 • . '.lD(1.S/14 GAF -559-02-I6 TAS 114 •• •: • 10/L5/14 GAF -559-02-18 TAS 114 :•171.5'/14 • GAF -559-02-19 TAS 114 04f' 6/15 • • IRT of S. F1. 02-005 TAS 114 '...• .' ; 0141X/02 02-014 TAS 114 03/2342 ' • • • • • • Trinity I ERD C8500SC.11.07 TAS 117 ::•a�• 11/30/07 •• G30250.02.10 -3-R2 ASTM D3909 : • : • 06/43/15 • 031360.03.10 ASTM D6164 . : b37311/10 . . 033470.01.11 ASTM D6164'... : .11/1.6/11 • • 034140.04.11-2 ASTM D6163 6)473S/11 G34140.04.11 -4-R2 ASTM D6401 06/04/15 634140.04.11-5-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 040630.01.14 -2A -1-R1 ASTM D6164 04/10/14 G43610.01.14 ASTM D3909 01/22/14 06850.08.07-1 ASTM D3909 08/13/07 SC6870.08.14-R1 ASTM D3909 09/04/14 Atlantic & Caribbean Roof 11-053 TAS 114 08/12/11 Consultants, LLC MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 7 of 31 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 11: Wood, Insulated Deck Description: Min. 19/32" 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 A(1): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOutT" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection, (optional) VersaShield® So1oT' Fire -Resistant Slip Sheet, DensDeck®Roof Board, Securock® Glass - Mat Roof Board or Securock® Gypsum Fiber Roof Board installed per manufaOfer•S installation instructions.• •••• • Anchor sheet: GAFGLAS® #80 UltimaT' Base Sheet, GAFGLAS® Stratavent® Nail:151e Venting base • Sheet or Ruberoid® 20 Smooth mechanically fastened as described bellow. • Fastening GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base. beet or a iyof,Jbove Option #1: anchor sheets attached to deck with approved annular ring shank nails and tin caps ate • • fastener spacing of 9" o.c. at the lap staggered and in two rows 13"•o.es in the • • Not for use with DensDeck or Securock Fire Barrier • • • (Maximum Design Pressure —45 psf. See General Limitation #71 • Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPlyh' 6, GAFGLAS® #75 BaseS'heet or any ofabove . Option #2: anchor sheets attached to deck with Drill-TecT" #12 Fastener, Drill -Tec" #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT' AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) Fastening GAFGLAS® F1exP1yT" 6, GAFGLAS® #75 Base Sheet, Tri -Ply® #75 Base Sheet or any of Option #3: above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening Any of the above anchor sheets attached to deck with approved 11/4" annular ring shank nails Option #4: 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. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT" Option #5: #12 Fastener, Drill-TecT" #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) MIAMI.DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 8 of 31 1 Fastening (Continued) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" Option #6: inverted Drill-TecT" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT" Option #7: #12 Fastener or Drill-TecT" #14 Fastener and 3" Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac®.Flat Plate or Drill-TecT" AccuTrac®Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners .Ma's't er (Table 3) • .'. Density/ft2 • EnergyGuardTM Polyiso Insulation, EnergyGuardT" Ultra Polyiso Insulation, EnergyGuarci RIt Polyiso• •• • • • • Insulation, EnergyGuardT" RA Polyiso Insulation, EnergyGuardT"' RA Composite Polyin Ululation • • Minimum 1" thick N/A•• N/4 • • • EnergyGuardT" Perlite Recover Board, DensDeck® Prime Roof Board • "" Minimum 1/2" thick N/A • • •' N/A •• •• •• •• • EnergyGuardT" Perlite Roof Insulation • • • • • Minimum 3/4" thick N/A . •; • �jl'.A • Note: All insulation shall be adhered to the anchor sheet in full mopping of approved lint•asppialt wwtilrin•the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117.14• insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent® Perforated Venting Base Sheet laid dry or a layer of EnergyGuardT" Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: Ply Sheet: Cap Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, Tri -Ply® #75 Base Sheet, GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. applied in accordance with manufacturer's -instructions. (see General Limitation #4). OR GAFGLAS® Stratavent® Perforated Venting Base Sheet loose -laid dry (not for use with perlite top Layer insulation or composite polyiso top layer insulation). One or more plies GAFGLAS® Ply 4, Tri -Ply® Ply 4, GAFGLAS® F1exP1yT" 6 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. 4 (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri -Ply® BUR Granule Cap Sheet or GAFGLAS®EnergyCar 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. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 9 of 31 k 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. MIAMI•DADE COUNTY APPROVED ... . . • ••.. • • .. • • • • • • • • • • - • • . • • • • • • • • • • • •••• • •• • • •• •• • • • • • •• •• • • • • • • • • • • •. • • • • • • • • •• • •• • • • • • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 10 of 31 $ , 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 'A" DensDeck' Roof Board or 'A" 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 tqp, ],aver 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphal!,.paneT size shall be 4' x 4' maximum. ' •.' • • • .' 4. An overlay and/or recovery board insulation panel is required on all applications over clt•setetll foam instillations • when the base sheet is fully mopped. If no recovery board is used the base sheet shall be iipplfed using spot • • mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbgnS'liftlbree roj s oti; at • s each sidelap and one down the center of the sheet allowing a continuous area of ventilatiori.`.ncircling o'f'the • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross wentolation• pl�alt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot atta ih ,d stems slap 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 ter., as • • tested in compliance with Testing Application Standard TAS 105. If the fastener value,'as.fle1:1-tested. are•below . . , 275 lbf. insulation attachment shall not be acceptable. '.. .' 6. , Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered 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. 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 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA-No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page31 of31 TGFU.R14153 - Roofing Systems Page 1 of 2 TGFU.R14153 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF 1 CAMPUS DR PARSIPPANY, NJ 07054 USA R14153 "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 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 "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard'" Roofboard" 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 in4111AcMirikm board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DiaraGuasd'" Roofboolid4 ire 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 bi the ove layment board. • Multiple plies of "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "Tri -Ply® Ply 6" may be adhered to Georgia-Pacific Gypi o"DensDeck (11 Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard'" Roofboard" in hot roofing asphalt. • • • • • •••• •• • • • "EnergyGuard'" Ultra" is an acceptable alternate to "EnergyGuard'" RF" in any applicable Classification. • • • • s •••• • •• "GAF Stratavent® Eliminator"' Venting Base Sheet (Mailable)" may be mechanically attached or hot mopped ove•so•ecelabustible decks and as a • • recover over existing roof systems. • • • • • •• •• •• •• "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EnergyGuard"" RF" insulation in any of the.f•Ibvin systems. • •• Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or ULtlassifiea uretha:i4‘444ion• adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuard"EPS Insulation". • • • • • • • Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's insta& tV • • • instructions (excluding LRF Adhesive 0) in any applicable Non -Combustible Roof Deck Classifications. • • • References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". "EnergyGuard'" Tapered" is an acceptable alternate to "EnergyGuard'"" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet", or "GAFGLAS® #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri -Ply® Ply 4", or "GAFGLAS® 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 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator" Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminator" Venting Base Sheet (Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. EIAs an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or +r�i "GAF Stratavent® Eliminator'" Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or /� Tri -Ply® Ply 4" or "GAFGLAS® Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped 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 "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone 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. "EnergyGuard'" RA" or "Tapered EnergyGuard'" RA" or "EnergyGuard"" Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 6/27/2017 TGFU.R14153 - Roofing Systems Page 2 of 2 "GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications, Un less otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT® Fireshield MB" at 21/2 to 3-gal/100-ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberold® 20" or "Ruberoid® 20 HT". "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth". Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Insulatio - • conal): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or per" isocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Three or more plies Type Gl or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6" hot mopped. Gravel. y Sheet: Surfacing: 2. Deck: C-15/32 •••• Incline: 2 • • • • •••• • • • • (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or ute'hang or • • • • polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite ..phenolic, any thickness. PIy Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply cy" • Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet • • t " or GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet". •••• • • • • • • • • • • •••• • •• 3. Deck: NC Incline: 2 • • • • • • • Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethan!,•pellite/polyisocytflurat% composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in, maximum . PIy Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4", 'Tri-PIy® Ply 4" or "GAFGLAS® PIy 6". • • • Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Shegt" or "GeIF.C.l.E1S4) EnergyCapT" BUR Mineral Surfaced Cap Sheet. . • • 4. Deck: C-15/32 Incline: 1 • • •• • • • • • • •• • •• • • • • • • •• • Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" (may be nailed). PIy Sheet: — One or more plies Type G1 "GAFGLAS® PIy 4" or "Tri-PIy® Ply 4" or GAFGLAS® Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet". Surfacing (Optional http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 6/27/2017 "Delivering; Excellence Every Day" • .E ----- MIAMI-DADE COUNTY {----- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is 'the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in tlae designated space indicates that the item has been explained. .i. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoningacode, should be addressed as part of the agreement between the owner and the contractor. ••• • 2. Renailing wood decks: When replacing roofing, the existing wood roof deckc maLlim to be • • • renailed in accordance with the current provisions of Chapter 16 (High Velocity Humeane Zones of the ?t& a Building Code. (The roof deck is usually concealed prior to removing the existing roaLsysten!). 3. Common roofs: Common roofs are those which have no visible delineatioub•etween •neighbe g• units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the r Th% contrntdf and/IT::• •owner should notify the occupants of adjacent units of roofing work to .be performg1 • : • • • • 4. Exposed ceilings: Exposed, open beam ceilings are where the undersickpette roo f sles king• viewed from below. The owner may wish to maintain the architectural appearance; th xefore, rvcflng nail penetrations of the underside of the decking may not be acceptable. Thp owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overt: ow scuppers in accordance with, the requirements of: Chapter 15 and 16 herein and the Florida Building Code, P:'umbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing arrount of attic veitilation shall not be reduced. Owner's/Agent's Signature: Contractor's Signature: I Property Address: Date: 01 / Permit Number: l8 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795.2204 Fax: (305)756-8972 Inspection Number. INSP-295927 Scheduled Inspection Date: February 21, 2018 Inspector: Riveron, Alexis Owner: Job Address: 1071 NE 95 Street Miami Shores, FL. Project: <NONE> Contractor: TOP SEAL SERVICES CORP Permit Number: RF -1-18-178 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060143610 Phone: (305)754-7844 Building Department Comments RE -ROOF LOW SLOPE Intractio Passed Comments INSPECTOR COMMENTS False Passed re/ Failed Correction Needed Re -Inspection Fee No Additional inspections can be scheduled until n3 -impaction fee is paid. Inspector Comments February 20, 2018 For Inspections please calk (305)762.4949 Page 17 of 44