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RF-06-22-1630Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: RF-06-22-1630 Permit Type: Roof Work Classification: Flat Permit Status; Approved Issue Date: 07/28/2022 I Expiration: 01/30/2023 Location Address Parcel Number 749 GRAND CONC, Miami Shores, FL 33138 1132060172260 Contacts CAMILLO PULLEY Owner CROWN DESIGN BUILDERS CORP Applicant 749 GRAND CONCOURSE, MIAMI SHORES, FL 33138 CARLOS GIOVANNY RAMOS 30 NW 126 ST, NORTH MIAMI , FL 33168 Mobile:7862365976 carlos@crowndesignbuilders.com CROWN DESIGN BUILDERS CORP Contractor CARLOS GIOVANNY RAMOS 30 NW 126 ST, NORTH MIAMI , FL 33168 Mobile: 7862365976 carlos@crowndesignbuilders.com Ins ection Requests: I Description: RE ROOF FLAT 30 SO Valuation: $ 30,000.00 305-762-4949 Total Sq Feet: 3,000.00 Fees Amount Application Fee - Other $50.00 CCF $18.00 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $6.00 Roofing Fee $250.00 Scanning Fee (Manual) $12.00 Technology Fee 57.50 Total: $351.00 Payments Date Paid Amt Paid Total Fees $351.00 Credit Card 07/28/2022 $301.00 Credit Card 06/27/2022 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating-c ru on and46ning. Futhermore, I authorize the above named contractor to do the work stated. - / Applicant / Contractor / Agent Date 28, 2022 Page 2 of 2 Miami Shores Village ENTERED Building Department JUN 2 7 2022 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: ---- Tel: (305)795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑■ ROOFING ((F��BC 2022 - 7�' Master Permit No. V—r- 61 - 2Z - 1(o3v Sub Permit ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ,/ //•• CONTRACTOR DRAWINGS P JOB ADDRESS: Z � CSC q rZ11'')d L� Gy f-5e City Miami Shores County Miami Dade Zip: 53 I 3 Folio/Parcel#: I , —3Lv 0 - () 11 - ZZJ� i, Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: I Flood Zone: BFE: FFE: +( OWNER: Name (Fee Simple/Titleholder): / ( � Phone#: Address: City: �s State: ��L ' ZiP: Tenant/Lessee Nam C IA) V7 15m Rur/llcre'-6 % Phone#: Email: CONTRACTOR: Company Name: Crown Design Builders Phone#: 786 236 5976 Address: 30 nw 126 St City: Miami State: Fl Zip: 33168 Qualifier Name: Carlos Ramos Phone#: 786 236 5976 State Certification or Registration #: Ccc 1332402 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3 l) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: ,E K Dn %� 3Q r® Specify color of color thru tile: Submittal Fee $ C v ' ('V Permit Fee $ 25 ' C'L' CCF $ / 00 CO/CC $ Scanning Fee $ 12 -00 Radon Fee $ 00 DBPR $ q • Sl) Notary Technology Fee $ % • Sb Training/Education Fee $ (n CV Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ So I . CYO 4, . landing Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITh 1 VVn a.CrVvcn Vn A1V AI I UKIYCi DCrUKC KCLUKU1111b 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. s v Signature OWNER or AG T The foregoing instrument was acknowledged before me this ��.day of I L// _ . 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print:rv' Signature i"" CONTRACTOR The foregoing instrument was acknowledged before me this 24 day of June Carlos Ramos me or who has produced 2022 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: zx/I � Print: Nathali Ruig, I,rp,,12 .. �, Seal: a°,�'� ° �,nr� On;«�G335575 <rRv>oa, a Seal # ,3u. t°, 2023 ?u"-15 RULZ vi : S rvkas 33557 2023 APPROVED BY 1 Plans Examiner Zoning as Structural Review Clerk (Revised02/24/2014) Florida Building Code 7th Edition (2020) ISNTERED High Velocity Hurricane Zone Uniform Roofing Application Form JUL 0 7 ZOZZ Section C (Low Sloped Roof Systems) Fill in Specific Roof Assembly Components and Identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAF Product Approval# 18-0919.09 Design Wind Pressures, from RAS 128 or Calculations: Zone 1': 84 Zone 1: 84 Zone 2: 107 Zone 3: 141 Max. Design Pressure, from the specific product approval system: -495 PSF Deck T -e CONCRETE Gauge /Thickness: 4" ci....e• 1/412 Anchor/ Base Sheet & No. of Ply(s): Anchor/ Base Sheet Fastener/ Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/ Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: HOT ASPHALT ISO-2" Base Sheet(s) & No. of Ply(s): STRATAVENT PERFORATED Base Sheet Fastener/ Bonding Material: HOT ASPHALT Ply Sheet(s) and No. of Ply(s): # 201 PLY Ply Sheet Fastener/ Bonding Material: HOT ASP HALT Top Ply: MINERAL CAP SHEET BY: Top Ply Fastener/ Bonding Material: HOT ASPHALT Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1'_"oc@Laps, #Rows _ @_"oc Zone _"oc@Laps, # Rows_ @_"oc Zone _" oc @ Laps # Rows _ @_"oc Zone 3 _" oc @ Laps, # Rows _ @ oc Number of Fasteners Per Insulation Board Zone V: _ Zonel: _ Zone 2: _ Zone 3: Illustrated Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufactures Details that Comply with RAS 111 and Chapter 16. SEE Attached FT. Parepel 1 Heighl = FT. i Mean Roof Height 1.VU�iI GIG LC1:% VV VVU OIVl.Nl1k KIAMI•DADE Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: TOP PLY INTERPLIES BASE SHEET OPTIONAL ANCHOR SHEET ASTM PRIMER CONCRETE DECK. BASE LAYER N.;ULATION TOP LAYER INSULATION Parapet wall height: FO --] ft. Roof Mean Height: 14 ft. Drip Metal: 4 x 4 Continuous Cleat: N/A Surfacing: GRANULAR Top Ply: MINERAL CAP SHEET DRIP M11ETAL Interplies: CONTINUOUS GAF STRATAVENT CLEAT Base Sheet: VVOOD NAILER. GAF 20 1 PLY Top Layer of Insulation: ISO 2" Base Layer of Insulation: N/A Wood Nailer: 2 x 4. PLYWOOD Wood Nailer Fastening: TAPCON SCREW 2 -1/4 @ 12 O.0 Anchor Sheet: N/A Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application C' Ty Section A (General Information) Master Permit Number: Contractor's Name: Crown Design Builders Job Address: 749 grand Concurse © Low Slope Process Number: ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar / Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/ Shingles ❑ Wood Shingles / Shakes ROOF TYPE ❑ New Roof ❑ Repair ❑ Maintenance ❑O Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (ftZ) Steep Sloped Roof Area (ft2) Total (ftZ) a tx' is/ialt 3 D o o Are there gas vents on the roof? OYes E) No If Yes what type? 0 Natural 0 LPX Is there an existing roof top Solar System? 0 Yes G No If yes will it be reinstalled? 0 Yes No Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. li dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. liar ii Shores Village B ilding Department ?on ng Dept. Date Building Dept. Datgera!l,7 Su jest to oomplia i al St to and �punty rules and regulations. Pe mit# Kam' Uln LZ - It, -?o V) N /Q0 / ENTER JUN 2 7 20Z2 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form Section C (Low Sloped Roof Systems) Fill in Specific Roof Assembly Components and identify manufacturer (if a component is not used, identify as "NA") System Manufacturer: GAF Product Approval# 18-0919.09 Design Wind Pressures, from RAS 128 or Calculations: Zone 1': 84 Zone 1: 84 Zone 2: _ 107 Zone 3: 141 Max. Design Pressure, from the specific product approval system: -495 PSF Deck Type: CONCRETE Gauge / Thickness: 4 ci.,.... 1/4:12 Anchor/ Base Sheet & No, of Ply(s): Anchor/ Base Sheet Fastener/ Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/ Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: ISO 2 " Top Insulation Fastener/Bonding Material: HOT ASPHALT Base Sheet(s) & No. of Ply(s): STRATAVENT PERFORATED Base Sheet Fastener/ Bonding Material: HOT ASPHALT Ply Sheet(s) and No, of Ply(s): # 201 PLY Ply Sheet Fastener/ Bonding Material: HOT ASPHALT Top Ply: MINERAL CAP SHEET Top Ply Fastener/ Bonding Material: HOT ASPHALT Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1'— " cc @ Laps, # Rows _ @ _ " cc Zone _"cc@Laps, # Rows_ @_"cc Zone _"cc@Laps # Rows _ @_"cc Zone 3 _ " cc @ Laps, # Rows _ @ _" cc Number of Fasteners Per Insulation Board Zone 1': _ Zonel: Zone 2: _ Zone 3: Illustrated Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufactures Details that Comply with RAS 111 and Chapter 16. SEE Attached FT. Parapet Height } FT. Mean Roof Height ENTERED BY: JUN 2 7 2022 wuwvwu uw rvuuu niuu g ', ,',• coulm 'Veiiverin,> Rcellence Evert' Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Parapet wall height: F0_7 ft. Roof Mean Height: 14 ft. TOP PLY INTERPLIES BASE SHEET OPTIONAL ANCHOR SHEET DRIP METAL CONTINUOUS ASTM PRIMER `` J CLEAT _ WOOD NAILER CONCRETE DECK - - BASE LAYER INSULATION TOP LAYER INSULATION Drip Metal: 4 x 4 Continuous Cleat: N/A Surfacing: GRANULAR Top Ply: MINERAL CAP SHEET Interplies: GAF STRATAVENT Base Sheet: GAF 201 PLY Top Layer of Insulation: IS0 2 " Base Layer of Insulation: N/A Wood Nailer: 2 x 4. PLYWOOD Wood Nailer Fastening: TAPCON SCREW 2 -1/4 @ 12 O.0 Anchor Sheet: N/A JUN 2 7 2022 BY: 1 «4Jdr MIAMFOWDEn' 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 ADMLNISTRATION DIVISION T (786) 315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/cconomv 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 (ARJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within thcirjurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velociry Hurricane 'Lone of the Florida Ba-din Code. DESCRIPTION: GAF Conventional Built -Up -Roof System for Concrete 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, andlor 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. 154)12926 and consists of pages 1 through 39. The submitted documentation was reviewed by Jorge L. Acebo. M"W3ADECOUNTY t• �NVA Mo.: l&0919.09 •••. . - ExprattoatywTlr)�6 ;'e f Ap rovat I paP.S BY: ROOFING SYSTEM APPROVAL Category: Rooting Sub -Category: BUR Material: Fiberglass Deck Type: Concrete Maximum Design Pressure: -457.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description �AFGl _-ii 39.37" ASTM D2178 Type N asphalt impregnated glass felt ( I meter) Wide with asphalt coating. Tri-ply" Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS'°' FiexPly' 6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS" FlexPly 6 5L 39.37" ASTM D2178 Type Vl asphalt impregnated glass felt (1 meter) Wide with asphalt coating. Used for five ply applications. GAFGLAS" #75 Base 39.37" ASTM D4601 Type li asphalt impregnated and Sheet (I meter) Wide coated glass mat base sheet. Tri-Ply'''#75 Base Sheet 39.37" ASTM D4601 Type Il asphalt impregnated and (1 meter) Wide coated glass mat base sheet. GAFGLAS'k' #80 Ultima"' 39.37" ASTM D4601 Type 11 asphalt impregnated and Base Sheet (I meter) Wide coaled glass mat base sheet. GAFGLAS' Stratavent" 39.37" ASTM D4897 Fiberglass base sheet coated on both Eliminator Perforated (1 meter) Wide sides with asphalt and factory Venting Base Sheet perforated. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. GAFGLAS" Mineral Surfaced Cap Sheet Tri-Ply' Mineral Surfaced ?GAFGLAS'"' EnergyCap ' BUK Mineral Surface Cap Sheet---- Ruberoid" 20 i MIAMM ADECOUNTY 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap (1 meter) Wide sheet surfaced with mineral granules. 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap (I meter) Wide sheet surfaced with mineral granules. 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap (I meter) wide sheet surfaced with mineral granules and factory applied EnergyCotc- 3937" ASTM D6163 SBS polymer -modified asphalt base (1 meter) Wide sheet reinforced with a glass fiber mat. NOA No.: 18-0919.09 Expiration DaptK% .RED Approval Da Page 2 2 7 ZOZZ BY: - APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard"' Polyiso Insulation Polyisocyanurate foam insulation GAF. EnergyGuard'°' RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard' RH Polyiso insulation Polyisocyanurate foam insulation GAF EnergyGuard" RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard" Tapered Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard... RA Tapered Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard' RN Tapered Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard"' RA Composite Polyiso Polyisocyanurate foam insulation GAF Insulation. with bigh density fiberboard or Petmalite perlite insulation_ EnergyGuard" Perlite Roof Insulation Perlite insulation board GAF LnergyGuard" Perlite Recover Board Perlite recover board GAP Structode0' High Density Fiberboard High density fiber board Blue Ridge Fiberboard, Inc. Securock* Gypsum -Fiber Roof Board Gypsum board USG DensDecle' Roof Board Gypsum board Georgia-Pacific Gypsum LLC DensDecle'' Prime" Roof Board Gypsum board Georgia-Pacific Gypsum LLC APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. N/A N/A N/A N/A NOA No.: 18-0919.09 Expiration Date: IIlO 3 Approval f0 ED Page 4 of 39 JUN 2 7 2022 BY: Membrane Type: BUR Deck Type 31: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(I1): Insulation layers adhered with approved asphalt. All General and System Limitations shall apply. Vapor Barrier: Install one or more plies of GAFGLAS' Ply 4, Tri-Ply't Ply 4, GAFGLAS'v FlexPly'" 6 or (Optional) Ruberoie 20 mopped directly to deck primed with ASTM D41 asphalt primer or Matrix'" 307 Premium Asphalt Primer. The primer must be allowed to dry then the vapor barrier is adhere with any approved mopping asphalt applied within the EVT range and at a rate of 2040 lbs./sq. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft, EnergyGuard"' Polyiso Insulation, EnergyGuard'" RH Polyiso Insulation, EnergyGuardd" RN Polyiso Insulation Minimum 1.25" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ff- DensDeckO Prime`3 Roof Board, Securock" Gypsum -Fiber Roof Board Minimum 0.5" thick N/A N/A Note: Concrete deck shall be primed with ASTM D41 asphalt primer or Matrix'" 307 Premium Asphalt Primer and allowed to dry prior to application of base sheet (when optional vapor barrier is not present). All insulation shall be adhered to the deck in full mopping of approved asphalt within the EVT range and at a rate of 20-40 Ibs./100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: GAFGLAS� Stratavent'w Eliminator' Perforated Venting Base Sheet, loose laid dry. Ply Sheet: One or more plies of GAFGLAS"Ply 4, Tri-Ply' Ply 4 or GAFGLAS* F1exPly" 6 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. in accordance with manufacturers instructions. Cap Sheet: One ply of GAFGLAS'x Mineral Surfaced Cap Sheet, Tri-Ply" Mineral Surfaced Cap Sheet or (Optional) GAFGLW EnergyCap" BUR Mineral Surface Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. in accordance with manufacturer's instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat' Membrane. Topcoat" MB Plus (to be used as a primer with Topcoat^`' Membrane) or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. 3. Fibered Aluminum Roof Coating applied accordance with manufacturer's instructions. Maximum Design Pressure: -240 psf. (See General Limitation #9) NOA No.: 18-0919.09 Expiration Date: 11/06/23 Approval Da1q;MDRED JUN 2 7 2022 BY: CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. 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 sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, is below 275 Ibf., insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Budding 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 comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) R. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0914.09 MtaMti�a COUNTY Expiration Date: 11/96/23 ' Approval DJy 4J1Ei HEI B Page 39 of 39 JUN 2 7 2022 BY: 1/3/2021 GAF. TGFU.R1306 - UL Product Spec 2. Deck: C-15/32 Incline: 2 W w� N Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsurn LLC "DensDeck@ Roofboard'Wr "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Co. W "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Ey z Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply® Ultr Flexible Ply 6", fully adhered with hot roofing asphalt, Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-PlyO BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapTH1 Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT"" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional):—("Oner more,lavers, perlite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/polyisocyanurate composite or perlite/urethane composite or wood f i ber/polyisocya n u rate composite or phenolic, 2-1n. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@) Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra - Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTI, Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 4. Deck: C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanu rate 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" or "GAFGLAS@ #80 UltimaT"^ -file /lID:/UL LISTING/GAF, TGFU.R1306 - UL Product Spec.html 5/117 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.qov OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2"d Ave Miami Shores, FI 33138 f/ Re: Owner's Name: i' t"? C10 e Property Address:;7�/f �U"e— Roofing Permit Number: DearNlding 9fficia : / I I C—�G��� /6 U � certify that I am not required to retrofit the roof to wall connections of my budding 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. ❑ 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 BBuildT�_, ode (1994 SFBC) u G� „" Signature Print Name State of Florida, Miami Dade County 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 .06 day of 20�� yot�n ::;?NATfl 411E RUIZ Notary Public, State of Florida at Large 02. • 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 FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: (VebLink/Browse.aspx?id=118080&dRP X,E4DlMD mi-Shoresviiiage BY: JUN 2 7 2022 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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. J 1. P Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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 zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. C 19 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. C' / Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. C P Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. C P 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not b'�;"7difRl$D original roofing system is removed. Pounding conditions should be corrected. y , 202? V?. Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 6. L� Overflow scuppers (wall outlets): It is required that rainwater flows off so that the 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, R4403 and R4413. 7. CP Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. _ �-✓ Owner/Agent's SignatLto Date Contractor Signature Date For Forms and Applications click here: "-i,:i,, a 8.!u;,6,;,,,, ,.,�-aLink/Browse.aspx?id=118080&dbid=0&repo=Mia ,�iShoresVillage ENTERED JUN 2 7 2022 BY.- i • The OMG OlyVentis engineered to prolong the life of the roof system by reducing moisture within the roof system and trapped air pressure within the building. The one-way vent allows trapped air pressure to escape while the two-way breather, combined with the one-way vent, will help reduce moisture. Trappe air pressure and moisture can cause a reduction in thermal protection of the insulation and roof membrane system leading to roof deck damage. Available as either one-way vents or two-way breathers, the OMG 01yVent offers many unique features for better performance and design. ome ROOFING PRODUCTS Features & Benefits • The one-way OlyVent features a Duro Nitrile rubber valve, allowing trapped air pressure to escape which helps to reduce blistering of the roof system, and damage to both roof insulation and the roof structure. • Made from heavy gauge, spun aluminum for strength and durability. • The conical shape and wide base opening allows for greater performance than standard, cylindrical designed vents. • The conical shape allows for easier installation and a better performing flashing detail. • A simple identification feature distinguishes the one-way vent from the two-way breather, allowing for roof inspections to be completed quickly and thoroughly. • The vandal -proof cap design provides security while preventing entry of wind-blown rain or snow. • The versatile, one-way vent and two- way breather can be used with either single ply or BUR applications. Physical Data Recommended spacing:1 every 1,000 sq. ft. 153 BOWLES ROAD, AGAWAM, MA 01001 Call for more information 800.633-3800 WWW.OLYFAST.COM INFO®OLYFAST.COM copyright 02009OMG, Inc. Ail rights reservedand pricing today. MAUEINUSA I.VIII:IGtG VG1:A YY V VU OIVI.NU6+ MIAMI•DADE Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: TOP PLY INTERPLIES BASE SHEET OPTIONAL ANCHOR SHEET CONCRETE BASE INSULATION TOP LAYER INSULATION One way vent 1 every 1000 sq ft Parapet wall height: Fo7 ft. Roof Mean Height: 14 ft. Drip Metal: 4x4 Continuous Cleat: N/A Surfacing: GRANULAR Top Ply: MINERAL CAP SHEET DRIP METAL Interplies: CONTINUOUS GAF STRATAVENT CLEAT Base Sheet: WOOD NAILER GAF 20 1 PLY Top Layer of Insulation: ISO 2 " Base Layer of Insulation: N/A Wood Nailer: 2 x 4. PLYWOOD Wood Nailer Fastening: TAPCON SCREW 2 -1/4 @ 12 O.0 Anchor Sheet: N/A