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RF-19-1998
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 i-N -run 6L� Issue Date: 09/19/2019 Location Address Parcel Number 30 NE 100TH ST, Miami Shores, FL 33138 1132060131230 Contacts Permit NO.: RF-08-19-1998 Permit Type: Roof Work Classification: Flat Permit Status: Approved Expiration: 03/17/2020 GARRY AND ELISABETH ROMANIK Owner DUKE,s CONTRACTOR LLC Contractor 30 NE 100 ST, MIAMI SHORES, FL 33138 CARLOS DUQUE Other: 3052054538 8520 NW 172 ST, HIALEAH, FL 33015 Business: 3055882054 caskeda@gmail.com Description: RE -ROOF BACK LOW SLOPE ROOF Valuation: $ 2,800.00 Inspection Requests: Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $0.60 Roofing Fee $200.00 Scanning Fee $9.00 Technology Fee $6.25 Total: $273.90 Building Department Copy Payments Date Paid Amt Paid Total Fees $273.90 Check # 1293 09/19/2019 $273.90 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date September 19, 2019 Page 2 of 2 BUILDING Miami Shores Village RECEIVE[) o\� Building Department AUG 110050 N.E.2nd Avenue, Miami Shores, Florida 33138 2 9 1019 Y Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762- 4949 FBC 201'1 Master Permit No.R F - 05 _Iq -1,3gb PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ROOFING Sub Permit No. REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1�0 U E I D 0 4\11 S{ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ( I - 3206 - G n - ( 2 30 Is the Building Historically Designated: Yes NO ✓ rµ Occupancy Type: 9cti> Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):_ 6 gyLit N• `k Phone#: Address: _� O K9 E \GO *�A 9 t City: M tty'u State: T L 3 ( 3 8 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �u�6 , S CGU Tn..alc�rov� LILC" Phone#: 3057 -)7$ ZC'" Address: '3 ';-� 5't- City: KA' kokm State: t-- Zip: Qualifier Name: l/n� e,,kGj Phone#::19 Zor'"-( State Certification or Registration #: CCGl3 $a ( Certificate of Competency #: �yJ,�"N� � DESIGNER: Architect/Engineer: Phone#: pyLAWc�*jr_ Address: City: State: Zip: Value of Work for this Permit: $ o�)oc� ©0 Square/LinearF,o/otage of Work: 1900 Type of Work: ❑ Addition El Alteration El New 2 Rep eplace ❑ Demolition Description of Work: 9' .@.. — ZaoA i00%G:C b oW 5 LDOG CL.GG Specify color of color thru tile: W /A Submittal Fee $ Permit Fee $ CCF $ 1 CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond TOTAL FEE NOW DUE $ 24 3 ' c! (Revised02/24/2014) ��3'c_7G Bonding Corr?any's flame (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City U /14 k) /k Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued, In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ' Signature 02 JAR" OWNER or AGENT CONTRACT R The foregoing instrument was acknowledged before me this Iq day of 2ay�u� 20 Iq , by Gj1� AWlttG ' who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this day of �J 20 -I by /SMp ` U who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: >A�5 � Print: �+'�� Uri' �.F� iy CARLOS A URBINA Seal: , �4 `•, CARLOS A URBINA Seal: r�'��(% Notary Public - State of Florida /�#��t'' Notary Public -State of Florida 3 Commission ; GG 329387 '' Commission ; GG 32938i . My Comm. Expires Jul 31, 2023 My Comm. Expires Jul 31, 2023 3cnded through National Notary Assn. Scrced through National Notary Assn. Cf APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit Number Contractor's Name DUKE'S CONTRACTORS LLC Job Address 30 NE 100 ST MIAMI SHORES, FL 33138 ROOF CATEGORY ® Low Slope ❑ Mechanically Fastened Tile ❑ Asphalt Shingles ❑ Metal Panels/Shingles Is there an existing Roof Top Solar System? (' Yes iR No Are there gas vents on the roof? (' Yes 9 No ROOF TYPE Process Number ❑ Mortar/Pidhesive Set 716 • • • •.•• ❑ Wood SMn;IA/Shake Will it be reinstalled? (.*: Yes (x Np •••• •• • Type? ❑ Natural •©•LPGX : '.. • • go ❑ New Roof ❑ Repair ❑ Maintenance ® Reroofing ovaring . • ROOF SYSTEM ROOF INFORMATION '..' • • Low Slope Roof Area (ft) 200 Steep Slope Roof Area (ft2) N/A Total (ft2) 200 Section B (Roof Plan) Sketch the Roof Plan: Illustrate all levels and sections, roof drain, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locations of parapets. U L � o m v 0- Wor o ro + p p (OW y' 1230148 4/19 PAGE 2 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAF Product Approval No.: 18-0919.12 Design Wind Pressures, From RAS 128 or Calculations: P1: -42.8 P2: -71.7 133: -108.0 Max. Design Pressure, from 5the rJspecific product approval system: Deck: Type: CDX PLYWOOD Gauge/Thickness: 5/8 = 19/32" Slope: 1 ":12" Anchor/Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: N/A Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener/Bonding Material: N/A Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): (1) BASE SHEET #75 Base Sheet Fastener/Bonding Material: 1-1/4 R/S NAILS & 1-5/8 TIN CAPS Ply Sheet(s) & No. of Ply(s): (1) RUBEROID 20 Top PIySTEEP ASPHALT TYPE IV Ply Sheet Fastener/Bonding Material: 3�1 STEEP ASPHALT TYPE IV Top Ply: (1) MINERAL SURFACE CAP SHEET 0 Surfacing: N/A Fastener Spacing for Anchor/Base Sheet Attachment: Field: 6 " oc @ Lap, # Rows 2 @ 6" oc Perimeter: 6 " oc @ Lap, # Row: 4 @ 6 ':w 0. Corner: 6 " oc @ Lap, # Rows 4" @ • 6 " QC • • •' Number of Fasteners Per Insulation l5t5". Field N/A Perimeter N/A • • • • Corner *WA Illustrate Components Noted and Details.as AppBg4W(�:0 • • • • 6 • Woodblocking, Gutter, Edge TermfrtationrStripping, Flashing, • • Continuous Cleat, Cant Strip, Bass Fla%hag, Co4interflashing, Coping, Etc. • • ..... • ""' Indicate: Mean Roof Height, PardW41Qght, Height of Base:,,.,: Flashing, Component Material, Material Thickness, Fastener• • Type, Fastener Spacing or Submit Manufacturers beiails that Comply with RAS 111 and Chapter 16. FT. N/A Parapet Height — r FT i �J y 10, Mean Roof Height 123 01-48 4119 PAGE 3 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P1: P1: 'Roof Slope: _ 12 Ridge Ventilation? i Mean Roof Height: Deck Type: Type Underlayment: Insulation: Fire BarrierVPe& Fastencing: Adhesive Type: Type gap Sheet: Roof Covering: Type & Size Drip Edge: 1 1 1 1 1 1 1 1 1 1..•••• 123 01-48 4119 PAGE 4 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from M,. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: x) _ ) — Mg: = M„ Product Approval M, (P2: x) _ ) — Mg: = M, Product Approval M, (P3: xX _ _) — Mg: = M„ Product Approval M, Method 2 "Simplified Tile Calculatio4 Pe' Table Below"7 Required Moment of Resistance (M) From Table Below ProduftlApVroval M, Mr required Moment Re ' to ce* Mean Roof Height Roof Slope 15' 20' 30' 40' 2:12 34.4 36.5 3 2 .7 42.2 3:12 32.2 34.4 36. 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 • 5:12 28.4 30.1 31.6 32.8 • • • 34.9 6:12 26.4 28.0 29.4 3 .5 ... X.4 • 7:12 24.4 25.9 27 2 • • • 0 • • *Must be used in conjunction with a list of moment based tile system endorsed by the Br ward Cp tV Boar4A*R les and* • Appeals. • • • • • • • For Uplift based the systems use Method 3. Compared the values f r F' with the values for Fr. If the .00000 values are a than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. • ..... • • •';' Method 3 "Uplift Based Tile Calculations Per RAS 127" • • •... "•• • • (P1: x L = x w: _ — W: x cos D >' = Fr, Product Approval F' •• ! • • • ; ... •; (P2: x L = x w: _ ) — W: x cos U = Fr2 Product Approval F' • • • • • • (P3: x L = x w: _ ) — W: x cos 0 = F„ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre - pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M9 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 123 01-48 4/19 PAGE 5 Ml--- i MIAMI•QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by 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 proddl;t Ql • material fails to perform in the accepted manner, the manufacturer will incur the expense of -such tekting and the AH.1 may immediately revoke, modify, or suspend the use of such product or Mdt fial with--• • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined b '"tami-Dade County Product Control Section that this product or material fails to meet the require% ar is of the:'. applicable building code. ...... This product is approved as described herein, and has been designed to comply with The Florida Bditdi l`g Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoido Modified Bitumen Roof System for Wood Docks'. • . .. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, A" 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. 15-1020.01 and consists of pages i through 67. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 18-0919.12 MIAMFDADECOUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 - Page 1 of 67 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Tyne: Wood Maximum Design Pressure: -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS® Ply 4 39.37" ASTM 132178 Smooth surfaced asphaltic ply sheet (1 meter) Wide reinforced with fiberglass mat. Tri-Ply® Ply 4 Ply Sheet 39.37" ASTM D2178 Smooth surfaced asphaltic ply sheet (1 meter) Wide reinforced with fiberglass mat. •.•. • GAFGLAS® 39.37" ASTM 132178 Smooth surfaced a4ha4fr. ply sheet• • FlexPlyTM 6 (1 meter) Wide . reinforced with fiber s .*mat..".•. GAFGLAS® #75 Base Sheet 39.37" ASTM D4601 • .. . Smooth asphaltic bAM b? base/ply sfieet (1 meter) Wide reinforced with fiberklass.mat.:•. •. Tri-Ply® #75 Base Sheet 39.37" ASTM D4601 Smooth asphaltic bp�� or base/ply sVeet (I meter) Wide reinforced with fibe.06ijS mat. • GAFGLAS® #80 UltimaT"' Base 39.37" ASTM D4601 Smooth asphaltic beca" base/ply sheet Sheet (1 meter) Wide reinforced with fi4rglas9 mat.. . GAFGLAS® Stratavento 39.37" ASTM D4897 • ...... Smooth surfaced atplii ltj�, perforated Perforated Venting Base Sheet (1 meter) Wide venting base sheet reinforced x#40.. • fiberglass mat. GAFGLAS® Stratavent' 39.37" ASTM D4897 Smooth surfaced asphaltic nailable venting Nailable Venting Base Sheet (I meter) Wide base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. Ruberoid® HW 25 Smooth 39.37" ASTM 136163 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a fiberglass mat. Ruberoid' HW Smooth 39.37" ASTM 136164 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a polyester mat. Ruberoid° HW Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (I meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Granule FR 39.37" ASTM D6164 Fire retardant granule surfaced heat - meter) Wide welded SBS cap sheet reinforced with a polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (l meter) Wide sheet reinforced with a polyester mat. Ruberoid® HW Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced torch FR (1 meter) Wide applied SBS cap sheet reinforced with a polyester mat. NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 2 of 67 Test Product Product Dimensions Specification Description Ruberoid® EnergyCapT"' HW 1 meter ASTM 136164 Fire retardant granule surfaced heat - Plus Granule FR (39.37") Wide welded SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteT" Elastomeric Coating. Ruberoid® Torch Smooth 39.37" ASTM D6222 Smooth surfaced torch applied APP base (1 meter) Wide or ply sheet reinforced with a polyester mat. Tri-Ply' APP Smooth 39.37" ASTM D6222 Smooth surfaced torch applied APP cap, Membrane (1 meter) Wide base or ply sheet reinforced with a polyester mat. Ruberoid® Torch Granule 39.37" ASTM D6222 Granule surfaced torch applied APP cap (I meter) Wide sheet reinforced with a polyester mat. Tri-Ply° APP Granule Cap 39.37" ASTM D6222 Granule surfaced torch applied APP cap Sheet (1 meter) Wide •• sheet reinforced wiQh a polyesternn•at• �. . . Ruberoid® Torch Plus Granule 39.37" ASTM D6222 Fire retardant granile s u rfaced toIN% FR (1 meter) Wide applied APP cap sQjjgipforcecf%A a polyester mat. .... .. • Ruberoid' EnergyCapT"' 39.37" ASTM D6222 Fire retardant granule-wkfaced jo►%i„ • Torch Plus Granule FR (I meter) Wide applied APP cap slte�•tdminforced viith a polyester mat. CalI Sheet is factv►yooated with TOPCOAT® EnUelCoteT" • Elastomeric Coating. •� �...:. Ruberoid® EnergyCapT" 39.37" ASTM D6222 Fire retardant gran%Sd urfaceorch Torch Granule FR (I meter) Wide applied APP cap sheet reinforce�,��t-h a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteT" Elastomeric Coating. Ruberoid® 20 Smooth 39.37" ASTM D6163 SBS polymer -modified asphalt base or ply (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid® 30 Granule 39.37" ASTM D6163 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid® 30 Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid® 30 Plus Granule FR 39.37" ASTM 136163 Fire retardant granule surfaced mop (I meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid® Mop Granule 39.37" ASTM 136164 Granule surfaced rnop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Tri-Ply' SBS Granule Cap 39.37" ASTM D6164 Granule surfaced mop applied SBS cap Sheet (I meter) Wide sheet reinforced with a polyester mat. Intec Flex PRF 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (I meter) Wide sheet reinforced with a polyester mat. Ruberoid® Mop Smooth 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (1 meter) Wide sheet reinforced with a polyester mat. NOA No.: 18-0919.12 MIAMMADEC01 Expiration Date: 11/06/23 LUGUIXVIIJ Approval Date: 11/01/18 Page 3 of 67 Product Ruberoid® Mop Smooth 1.5 Ruberoid09 Mop Plus Smooth Ruberoid® Mop Plus Granule Ruberoid® Mop Plus Granule FR Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Ruberoid® EnergyCapMop 39.37" Plus Granule FR (I meter) Wide Ruberoid® Mop Granule FR Ruberoid' EnergyCapT" 30 Granule FR 39.37" (1 meter) Wide 39.37" (1 meter) Wide GAFGLAS® Mineral -Surfaced 39.37" Cap Sheet (1 meter) Wide Tri-Ply' BUR Granule Cap Sheet GAFGLAS®EnergyCapT"' Mineral -Surfaced Cap Sheet TOPCOAT' Membrane United Coatings"' Roof Mate TCM Coating Test Specification ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D3909 39.37" ASTM D3909 (I meter) wide Product Description Smooth surfaced mop applied SBS base sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or ply sheet reinforced with a polyester mat. Granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Fire retardant granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Fire retardant granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteT" Elastomeric Coating. Fire retardant granule surfaced mop '. applied SBS cap sl&r4 `ejiforcec0yvitIi a polyester mat. •••... '..•.• ������ Fire retardant granal-surfaced mop • applied SBS cap s4C&"jnf6rc@4 wi4h a :'•••• fiberglass mat. Ca 'IMet is fadtorycoated ...•. with TOPCOAT®►e*gYCoteT: .' •. 00000 .... Elastomeric Coatigg,•.. ...... Granule surfaced 3splfal0c cap.sheet '• .. reinforced with fiberglass mat. ...• ...... • Granule surfaced asphaltic cap�Ile-t • reinforced with a fiberglass mat. 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet (1 meter) Wide reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT' EnergyCoteT' Elastomeric Coating. 1, 5 or 55 gallons ASTM D6083 Water based elastomeric coating. 1, 5 or 55 ASTM D6083 Water -based elastomeric coating Gallons TOPCOA' S or 55 gallons ASTM D6083 Surface Seal SB United CoatingsT"' Surface Seal 5 or 55 Gallons ASTM D6083 SB Roof Coating TOPCOAT® MB Plus United CoatingsT" Roof Mate MB Plus Coating 5 or 55 gallons Proprietary 5 or 55 Gallons Proprietary Solvent based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Solvent -based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Water based, low VOC primer used to block asphalt bleed -through. Water based, low VOC primer designed to block asphalt bleed -through. NOA No.: 18-0919.12 MIAMFDADECOUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 4 of 67 Product Dimensions FireOut'" Fire Barrier Coating 5 or 55 gallons Flex Seal'" 1, 5 gallons or 1 qt. tube VersaShield® Fire -Resistant 12" x 100' rolls Roof Deck Protection VersaShield' Solo'" Fire- 42" roll wide, Resistant Slip Sheet 100 ft. Matrix`" 102 SBS Membrane 3, 5 or 55 gallons Adhesive APPROVED INSULATIONS: Product Name EnergyGuardT"' Polyiso Insulation EnergyGuardT" Tapered Polyiso Insulation EnergyGuardT" RA Polyiso Insulation EnergyGuardT" RH Polyiso Insulation EnergyGuardT" RH Tapered Polyiso Insulation EnergyGuardT" RN Polyiso Insulation EnergyGuardT"' Perlite Recover Board EnergyGuardT" Perlite Roof Insulation EnergyGuardT" RA Composite Polyiso Insulation Structodek® High Density Fiberboard Roof Insulation SECUROCKO Gypsum -Fiber Roof Board SECUROCK* Glass -Mat Roof Board DensDeck°S' Roof Board DensDecko Prime Roof Board Test Product Specification Description Proprietary Low VOC, water -based fire barrier coating. TAS 139 Solvent -based elastomeric sealant. ASTM D226 Non -asphaltic fiberglass -based underlayment and /or fire barrier. ASTM D146, Non -asphaltic, fire resistant fiberglass D828, D4869, underlayment D6757 ASTM D3019 Fiber reinforced rubberized cold -applied adhesive for modified bitumen roof systems. Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite insulation board Polyisocyanurate foam insulation with high density fiberboard or permalite High density fiberboard Gypsum board Gypsum board Gypsum board Gypsum board . . .... ...... ...... .. . ....% '.11clm*ufact4rer.•• ••��� (Vial: Gurrent NtIA) ..:..' . .. .. GAF .... ...... • EGAF • ....:. :GAF. ...... ..' .. GAF GAF GAF GAF GAF GAF Blue Ridge Fiberboard, Inc. United States Gypsum Corp. United States Gypsum Corp. Georgia-Pacific Georgia-Pacific NOA No.: 18-0919.12 Mwra•oaoecouNnr Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 5 of 67 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-TecT" 412 Fastener Phillips head, modified #12 x 8" GAF buttress thread, pinch Max. Length point, carbon steel fastener #3 Phillips for use in steel or wood head. decks. With CR-10 coating. Available with a pinch point or drill point. 2. Drill-TecT"' #14 Fastener Truss head, self -drilling, #14 x 16" GAF pinch point, high thread Max. Length fastener for use in steel, #3 Phillips wood or concrete decks. head. *fee 3. Drill-TecT" XHD Fastener Truss head, self -drilling, # 15 x 16" GAP.. • pinch point, high thread Max. Length •• •• fastener for use in wood or #3 Phillips •••••• •• • •••••• steel decks. Carbon steel head. """ • extra heavy duty fastener . • used in steel decks. .... . .. ..... • 4. Drill-TecT" 3" Steel Plate Round Galvalume° steel 3" Round 0 • • : • o 000.00 • 00 • GAF„. • • 00 • • 0 • 6.8 0 • stress plate with • • • • • • 0 0' reinforcing ribs and • • • • : • recessed for use with Drill- • T"1 Tec fasteners. 00 0 : • • 0 . ' 5. Drill-TecT" 3" Standard Galvalume' coated steel 3" Round GAF Steel Plate stress plate for use with approved Drill-TecT" fasteners. 6. Drill-TecT" ASAP 3S Drill-TecT"' #12 fastener #12 x 8" GAF with Drill-TecT" 3" Max. Length Standard Steel Plate. #3 Phillips head with 3" Round plate 7. Drill-TecT" AccuTrac'H Flat A2-SS aluminized steel 3" square; GAF Plate plate for use with Drill- .017" thick Tec"fasteners. 8. Drill-TecT" AccuTrac' Galvalume'steel plate 3" square; GAF Recessed Plate with recess for use with .017" thick. Drill-TecT" fasteners. 9. Drill-TecT" 3 in. Ribbed Round Galvalume®plated 3" Round GAF Galvalume Plate (Flat) steel stress plate with reinforcing ribs for use with Drill-TecT" fasteners. NOA No.: 18-0919.12 MIAMMA1DECOUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 6 of 67 EVIDENCE SUBMITTED: Test Agency Test Identifier Description FM Approvals 3001276 FMRC 4470 3010215 FMRC 4470 3029832 FMRC 4470 3036980 FMRC 4470 3034312 FMRC 4470 3040738 FMRC 4470 3042887 FMRC 4470 3046081 FMRC 4470 3043633 FMRC 4470 1 B9A8.AM FMRC 4470 3139QLAM FMRC 4470 3D4Q2.AM FMRC 4470 ODIA8.AM FMRC 4470 797-03221-267 FMRC 4470 797-10228-267 FMRC 4470 797-04694-267 FMRC 4470 797-03825-267 FMRC 4470 RR203450 FMRC 4470 FM Letter FMRC 4470 FM Letter FMRC 4470 UL LLC R1306 UL 790 IRT-ARCON Inc. 02-005 TAS 114-J 02-014 TAS 114-J Trinity I ERD C8500SC.1 1.07 ASTM D6862 G30250.02.10-2 ASTM D6222 G30250.02.10-3-R2 ASTM D3909 G31360.03.10 ASTM D6164 G32520.06.1 1 ASTM D1876 G33470.01.11 ASTM 136164 G34140.04.1 1-2 ASTM D6163 G34140.04.1 1-4-R2 ASTM D4601 G34140.04.11-5-R3 ASTM D4897 636780.07.11-R1 TAS 114-J G40620.07.12-2 ASTM D6222 G40630.01.14-1 ASTM D6163 G40630.01.14-2A ASTM 135147 G40630.01.14-2A-1-Rl ASTM D6164 G40630.01.14-213-R1 ASTM D6164 G40630.01.14-2C ASTM D6164 G40630.03.14 ASTM 135147 G43190.03.14-1 ASTM D5147 G43190.03.14-2 ASTM D5147 G43190.05.14-R I ASTM D5147 G43610.01.14 ASTM D5147 Date 01 /28/99 03/01 /01 05/11/07 08/ 14/09 04/09/09 05/18/12 11/14/11 02/13/13 01/20/12 09/04/97 01 /08/08 04/30/97 04/(I P/98- - 09/2,fM7' O 1 / L$N% 06/ 1 M09 07/ 14/08. 12/64TIS' 04/11 �163•- 09/ 15p" 08/11 / 18& ------ 07/j 9/44 04/b9:(U 11 /30/07 11/11/10 06/03/15 03/31/10 06/28/ 11 01/13/11 04/25/ 11 6/4/2015 6/4/2015 07/ 18/ 11 07/17/12 01/06/14 01 /07/ 14 04/10/14 01/16/15 01/07/14 03/06/14 03/06/14 03/06/14 05/20/14 01/22/14 NOA No.: 18-0919.12 MIAMIlDADECOUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 7 of 67 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Trinity) ERD G43190.11.13-1 ASTM D6222 G46160.02.15 ASTM D6163 G46160.02.15-2D-1 ASTM D6163 G46160.03.15 ASTM D6163 G46160.09.14-2A ASTM D5147 G46160.09.14-3A ASTM D6164 G46160.09.14-3B ASTM D6164 G46160.09.14-3C ASTM D5147 G46160.12.14-3E ASTM D6164 G6850.08.08 ASTM D6163 G6850.08.08-R1 ASTM D6164 G6850.10.08 ASTM D6222 G6850.11.08 ASTM D6222 SC6870.08.14-R1 ASTM D3909 PRI Construction Materials GAF-122-02-01 TAS 139 Technologies, LLC GAF-245-02-01 ASTM D6083 GAF-276-02-01Rev ASTM E2178 ASTM D6083 GAF-306-02-01 ASTM E96 GAF-314-02-01 ASTM D2178 GAF-315-02-01 ASTM D2178 GAF-369-02-01 ASTM C 1289 GAF-434-02-03 TAS 114-J GAF-434-02-04 TAS 114-J GAF-464-02-01 ASTM C1289 GAF-498-02-01 ASTM D6083 GAF-499-02-01 ASTM D6083 GAF-500-02-01 ASTM D6083 GAF-559-02-01 TAS 117(B) GAF-559-02-04 ASTM D1876 GAF-559-02-05 ASTM D 1876 GAF-559-02-06 TAS 114(H) GAF-559-02-07 ASTM D903 GAF-559-02-08 ASTM D903 GAF-559-02-09 ASTM D903 GAF-559-02-11 TAS 114-J GAF-559-02-12 TAS 114-J GAF-559-02-13 TAS 114-J GAF-559-02-14 TAS 114-J GAF-559-02-15 TAS 114-J GAF-559-02-16 TAS 114-J GAF-559-02-18 TAS 114-J GAF-559-02-19 TAS 114-J Dynatech Engineering Corporation #4482.02.95-1 TAS 1 14-C Date 11/15/13 02/12/15 02/09/ 16 03/11/15 09/09/14 09/09/ 14 09/09/ 14 09/09/ 14 12/29/14 08/01 /08 04/ 14/ 11 10/06/08 02/ 17/09 09/04/ 14 05/07/06 06/4 VAT . ••.• 01 /0}4l L 07/07/tl 08/f3/l k� 08/tYrt 101:2- 12. 09/067f3 09/Q6/ 13 02d)b'/ 14 09/4 6/16 03%12!'f4 03/12/14 09/30/ 14 10/01/14 10/15/14 10/02/ 14 10/02/ l4 10/02/14 10/02/ 14 10/14/14 10/14/14 10/15/14 10/15/14 10/15/14 10/15/14 10/15/14 04/16/15 09/01 /95 NOA No.: 18-0919.12 MMMI•QADECOUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 8 of 67 Membrane Type: SBS Deck Type 1I: Wood, Non -insulated Deck Description: Min. 15/32" thick plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(5): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOut'" Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or (optional) VersaShield® Solo"' Fire -Resistant Slip Sheet. Anchor sheet: GAFGLAS' #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent® Nailable Venting Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1- Option #1: 5/8 in. diameter 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. aximum Design Pressure —45 psf, See General Limitation #77 Fastening Miami -Dade County Approved min. 12 ga. annular ring shahs aM and raim. ,l- Option #2: 5/8 in. diameter tin caps are spaced 6 in. o.c. in the min 4 inrVAle-anchor 4skeet side laps and 6 in. o.c. in the field of the sheet in two staggePOdTd*s. • (Maximum Design Pressure —52.5 psf, See General Limitatio);) . '. • 040 • 1 • Fastening Drill-TecT"' #14 Fasteners and Drill-TecT' 3 in. Standard Stedl'laatCs, ri tjee.�' Option #3: AccuTrac' Flat Plates or Drill-TecT" 3 in. Ribbed Galvalum>i'PI"ate (Flat) AM • spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side lais'40.16 in. o.c` in the field of the sheet in two staggered rows. • • • • • • • r • (Maximum Design Pressure —52.5 psf, See General Limitdt10r147) • • Fastening Drill-TecT" # 14 Fasteners and Drill-TecT"' 3 in. Standard Steel Plates, Drilf- ec'"' Option #4: AccuTrac® Flat Plates or Drill-TecT"' 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 -Teel"' #14 Fasteners and Drill-TecT"' 3 in. Standard Steel Plates, Drill-TecT"' Option #5: AccuTrac' 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: Install one or more plies of Ruberoid 20 Smooth adhered with any approved _ mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4). NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 59 of 67 ••••D• Membrane: Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, Ruberoid® Mop • Granule, Tri-Ply® SBS Granule Cap Sheet, lntec Flex PRF, Ruberoid® Mop Granule FR, Ruberoid® Mop Plus Granule FR, Ruberoid® EnergyCap' Mop Plus Granule FR or Ruberoid® EnergyCap'" 30 Granule FR fully adhered with any approved mopping asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. GAFGLAS°� Mineral -Surfaced Cap Sheet, ri-Ply® BUR Granule Cap Sheet or nergy ap'"-Vi—nera - ur aced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. 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. respeotivelyln a flbocl.W%t ...... of approved asphalt at 60 lbs./sq. • • • • � •� • 0 0 2. TOPCOAT" Surface Seal SB or United Coatings'"' Surface StH 513 Roof• • • • • • • • Coating applied in one or more coats at a minimum rate of . gal./sq. per caat. • • • .. :....; OR 00000 0. o .. • TOPCOAT' MB Plus or United Coatings'" Roof Mate MB.PjUi Boating .. ..... 0 •; • • • applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) f8llowe%Oy. • ...... TOPCOAT Membrane or United Coatings" Roof Mate WM Coating 0 . • applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. • • • • • • 3. Fiber Aluminum Roof Coating. : .'. • • • • • • • ....., • • Maximum Design "" Pressure: See Fastening Options NOA No.: 18-0919.12 MLAMMADE COUNTYRI Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 60 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''/4" DensDeck' Roof Board or %2" 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 foam insulations when the base sheet is fully mopped. If no recovery board is used the base §lhaet• shall be applied using spot mopping with approved asphalt, 12" diameter circles' 24'*Q.c.; or Itt"V mopped 8" ribbons in three rows, one at each side lap and one down the center or the sheet altdwtrig a continuous area of ventilation. Encircling of the strips is not acceptable. A 6; prggk shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of g4ber systVpi shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a mixilmOn design pressure of -45 psf. """ ' " 5. Fastener spacing for insulation attachment is based on a Minimum Characteristk F6fce (F') vh6cof 275 IV., as tested in compliance with Testing Application Standard TAS 105. tf 41,10astener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable: so : • • •: • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane %4thaient ig based on a minimum fastener resistance value in conjunction with the maximum design value liste%J/! flln a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 1 11 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.12 M►AMI•3ADECOUNTY Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 67 of 67 GOOFING SYSTEMS I UL Product iQ https:Hiq.ulprospector.com/en/profile?e=148955 roofing asphalt. Coating: — "United CoatingsTM' TOPCOAT® EnergyCotel 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. 18. Deck: NC Incline: 1 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with "LRF Adhesive M" or "TPO LRF Adhesive M Low Temp" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4-in. bead or "GAF 2-Part Roofing Adhesive", applied as a nominal 21/2-in. bead with a maximum on -center spacing of 12-in. or any UL Classified insulation adhesive, applied per the manufacturer's installation instructions. Base Sheet: — One ply "GAFGLAS® Stratavent® Perforated Venting Base Sheet", loose laid or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS® #80 Ultima'"" Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet: — One or two plies "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Plus Smooth" or "RUBEROID® 20 Smooth", "Ruberoid® 20 Plus Smooth" or "RUBEROID® HW 25 Smooth", fully adhered with hot roofing asphalt. Membrane: — "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings' TOPCOAT® EnergyCoteTM Roof Coating" or "TOPCOAT® MB Plus Coating" or "United Coatings'"" Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2. 19. Deck: C-15/32 Incline: 1 Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or a6wed with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. • • • • • • • • Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck®'Prime liob gF%rd" or "DensDeck® DuraGuard'"' Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCW 166f Board"'Typb FRX- G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG IMi?.o"blybond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products stag gereda minimum ofPle. fawn plywooddeckjoints. •`•• ` " Base Sheet: — One ply "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent®•Perforated �ent*n�Base Sheet", loose laid or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS® #10 V14igja'"' Base Sheet", fully adhered with hot roofing asphalt. • • Ply Sheet: — One or two plies "RUBEROIDO Mop Smooth" or "RUBEROID® Mop Plus Smooth" fully adhered With hot CMilhg• asphalt. • • • • : • • • Membrane: — "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", fully adhered with hot r'Wn asphalt. Coating: — "United Coatings'' TOPCOAT® EnergyCotel Roof Coating" or "TOPCOAT® MB Plus Coating" or "United Coatings'' Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2. 20. Deck: C-15/32 Incline: 1 (Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanu rate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One or more plies "RUBEROID® 20 Smooth", "Ruberoid® 20 Plus Smooth" or "RUBEROID® HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCap" Mineral -Surfaced Cap Sheet". 21. 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. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO 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/polyisocya nu rate composite or phenolic, any thickness. Base Sheet: — Two plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or one ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultimal Base Sheet" mechanically fastened or fully adhered with hot roofing asphalt or one ply Type G2 "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" loose laid, mechanically fastened or fully adhered. Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex 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'"' ' of 63 8/27/2019, 7:56 AM SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2.—Renailing wood decks: When replacing roofing, the existing wood roof deokmaY-have to be renailed in accordance with the current provisions of Section R4403. (The �qpf *ck is u;�auy • • • • • • concealed prior to removing the existing roof system). • ......4. ... ...... Exposed Ceiling: Exposed, open beam ceilings are where the 086ISide of the fbbf deckiM •'. can be viewed from below. The owner may wish to maintain the architect ura�appearance;:the�efore, • • • • roofing nail penetration of the underside of the decking may not be acceptab", Jhprovides rye option of , • maintaining the appearance. . . . . ...... 6. �—t—overflow scuppers (wall outlets): It is required that rainwater flows off so that Me roof is not overloaded from a buildup of water. Perimeter/edge 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, R440 d R4413. t� Owne gent's Signature Date Co actor Signature Date 30 0 1()o-tA 5-r- Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; To Re: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, A 33138 Owner's Name: 6361�-\ Q-r,MowtVC, Property Address Roofing Permit Number: Dear Building Official: '3O lJ c (00*%, St 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) kM Signature Print Name �.„ .., CARLOS A URBINA State of Florida ' �'� Nctary Public - State of Florida •_g! Ccmmissicn Y GG 329I81 Count of Dade `?'` My Comm. Expires Jul 31, 2023 Y 3crdec:rrcugh National Notary Assn. The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of `fv Notary Public, Sate of Florida at Large When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with F8C nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Search Application - Miami -Dade County https://www8.miamidade.gov/Apps/PA/propertysearcii/#/report/s... OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: Property Address: 11-3206-013-1230 30 NE 100 ST Miami Shores, FL 33138-2315 Owner GARRY ROMANIK &W ELISABETH Mailing Address 30 NE 100 ST MIAMI SHORES, FL 33138-2315 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2 / 2 / 0 Floors 1 Living Units 1 Actual Area 1,795 Sq.Ft Living Area 1,512 Sq.Ft Adjusted Area 1,592 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1940 Assessment Information Year Land Value 2019 $258,854 2018 $215,711 2017 $215,711 Building Value $110,803 $110,803 $110,803 XF Value $1,078 $1,093 $1,109 Market Value $370,7351 $327,607 $327,623 Assessed Value $233,892 $229,5311 $224,810 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $136,843 $98,076 $102,813 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 9 & W1/2 OF LOT 8 BLK 9 LOT SIZE 75.000 X 115 OR 19860-0293 08 2001 1 Generated On : 8/27/2019 Taxable Value Information 2019 2018 2017 $501000 $50,000 $50,000 County Exemption Value Taxable Value $183,892 $179,531 $174,810 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $208,892 $204,531 $199,810 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $183,892 $179,531 $174,810 Regional -- _- ----- Exemption Value $50,000 $50,000 $50,000 -------------- Taxable Value $183,892 $179,531 $174,810 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/01/2001 $219,000 19860-0293 Sales which are qualified 11/01/1985 $73,000 12726-0573 Sales which are qualified 12/01/1983 $63,000 11993-1317 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: