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973 NE 96 St (3)Date 6 _4 „9/ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address r7'3 N 6 996 S-/red Tax Folio /b3.166- 6/4- 3230 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant 5J) 4,cfJn, c? / //e K Master Permit # 9 9 4/ Owner's Address 9 73 N, E, c7 S //ra e Phone ( 305 ,1 '7:6":524615 5 L /t.e)flm /)/ Q and i lG fy Address _ 4040(#(4)0?' WIC*; I 1 Contracting Co. ,g0 SS# - _ - _ Phone d o o0/&9 Qualifier /1J State # ( G c1.6 Municipal # Competency # Architect/Engineer Address Bonding Company Address Mortgagor Square Ft. 4 ,28' Date SNA. U ID ta [0 1 Notary as to Owner and/or Co do Pre.. ent ate m My Comi °: ^- v. T: "^ I/ OFFICIAL NOT - Y SEAL NATAUA RODRIGUEZ * COMMISSION NUMBER gr CC904118 IN • •• o� uv COMMISSION Fxaiacc Signature of owner and/or Condo Pres' en APPROVED: Zoning Mechanical Building Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION eISO / %i' Seei'IOl2 Signature My Commission Expires: Electrical Z a C.C.F. / NOTARY b BOND Ins. Co. Estimated Cost (value) 5 Q V PAVING FENCE SIGN WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the wprk stated. o A 011111111%, � ;SaaY_ L. Duo Notary as to �titractor or Owner mld0 NFp A . • J ��st 18, sq, % Q te. *: ►.• : p #CC757303 � 5 • eo4dBdlhry � • i 9 L •; Fai: • .1;... pe c(\% ii TOTAL D Date � //O f Date Plumbing Structural Engineer Contractor's Name: Ei (Lo« Slope Application) U (Asphalt/Fiberglass Shingles) Ft. Ft. A ❑ New Roof it 123.01-78 4/99 Deck t- Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Fastener Type: A-00dam Field: 9 Perimeter: DETAIL 1 & 2 4 a4411 Job Address: 97S a ?` )b v ROOF CATEGORY ❑ (Nail -On Tile) L� ( Metal Roofs\Wood Shingles & Shakes) ROOF TYPE Re- roofing. ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') � Sloped Roof Area (ft Total (ft) ( O a Master Permit No Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7 -88 table I): ' 6e-F6h/g /lkaa,6 e x3 �. c6vf 1 1: k1 4 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) O act ATTACHMENT SPACING Corner: • Page -1 FiERE ROOF PLAN ❑ (Mortar- Adhesive Set Tile) 0 (Other) ■ 'Clic 1st Ventilation: MEAN HEIGHT Deck type: Underlayment: Insulation: D E T A I L 3 Appendix - r.." < �. UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ti" ROOF SLOPL SLOPED SYSTEM DESCRIPTION 1 Fastener type & spacing:1 • "Cap Sheet: Roof overing:1 Drip edge: TILE CALCULATIONS (Pmax1: X X (Aerodynamic Multiplier): ) - M = M t PCA: (Pmax2: X X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: X a, (Aerodynamic Multiplier): ) - M = M PCA: ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance - Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals As it pertains to this Appendix "F ", it is the responsibility of tike roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. • APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 34 arc for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. 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 rooting work to be performed. 4. Exposed ceilings: 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 penetrations of the underside of the decking may not be acceptable. The SFBC provides'the option of maintaining this Appearance. S. Ponding Water: The current roof system and /or deck of the building may not drain well and may ause 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 profes?ional 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 rY other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior o the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It is be beneficial to consider additional venting which can result in extending the service life of the roof. 8. The owner may contact the Miami -Dade County Consumer Services) Department information regarding thc.above. Owner's /Agent's Signnt ire for further Contractbr's Signature • MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation 1361 Alps Road Wayne NJ 07470 - CONTRACTOR ENFORCE\IENTSECTION (305) 375.2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372-6339 Your application for Product Approval of: G.4 F Conventional Built - Up Roof Systems for Wood Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCOmay revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the -right' to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building_ Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00-0331.15 Raul Rodriguez Chief Product Control Division THIS IS TIME COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires:1 1/04/2003 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06/29/2000 l0132 Internet mail address: postmasters @huildingcodeonline.com MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 -290S CONTRACTOR LICENSING SECTION (305) 375.2517 FAX (305) 375.2 tifflk 'raI1cisco . Quintana. R.A. Director \Iianti -Dade County Buildint! Code Compliance Ottic. Uomepage: http : / /www.huildingcodeonline.com • CAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Catc,orv: Sub- Cateuorv: Deck Type: Maximum Design Pressure Fire Classification: Product GAF Asphalt Concrete Pruner GAF Mineral Shield® Granules GAF WeatherCoate Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flash in - lent GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® ROOFING SYSTEM APPROVAL Roofing BUR Wood -75 psf See General Limitation #I TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED 13Y APPLICANT: Dimensions 60 Ib. bags 5 gallons I , 5 u,allons .I, 5 Gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll Test Specification 5, 55 gallons ASTM D 4 I Expiration Date: November 04, 2003 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up rooting. ASTM D 1363 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral- Shield© Granules shall be used for flashing applications only. ASTM 1337 Surface coating for smooth surfaced roots. • ASTM D 2824 Fibered aluminum coating. Approval Date: Julie 29, 2000 ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and, fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4536 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass neat base sheet. ASTM D4601. Asphalt impregnated and coated. fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coatinig. 2of32 ran Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Product GAFGLAS Flex AFGLAS® Mineral Surfaced Cap Sheet GAFGLAS Ply 4® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN Dimensions 5 sq. roll 45 Ib. roll 5 sq. roll 76 Ib. roll 60 Ib. roll various 69 Ib. roll RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. various various various various various various Tcs t Specification ASTM D 4897 D 3672 3 of 32 ,Acceptance No: 00- 0331.15 Product Description ASTM D 2173 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating.. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiber glass base, sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. ASTM D 489 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SBS- Type 11, UL modified base sheet Type G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 apered Polyisocyanurate foam insulation • PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation Frank Zuloaga, RRC Roofing Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Test Product Product Dimensions Specification 'Description GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite with high density fiberboard or Permalite perlite insulation. GAFTEMP® Composite A GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite A with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite N high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite N with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 Perlite insulation board. Permalite® GAFTEMP Recover 1/2" thick PA 110 Perlite recover board Board GAFTEMP® various • PA 110 High density wood fiberboard insulation. High Density Fiberboard GAFTITE® #12 Standard decks. Roofing Fastener PA 114 Insulation fastener for steel and plywood PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and pla Ltete 4 of 32 ran Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates 3" and 3 %" Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS Dimensions 3" and 3 V_" 1.5 sq. roll 95 lbs. 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. l sq. roll 105 lbs. 1 sq. roll 87 lbs. I sq. roll 102 lbs. Y. sq. roll 93 lbs. Test Specification Product Description PA 114 Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum, tcctum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTtiv1 D 5147 5 of 32 Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane La surface n - Zuloaga, RRC Roofing Product Control Examiner CAF MATERIALS CORPORATION Product RUBEROID® TORCH FR RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt RUBEROID MOD Asphalt L RUBEROID MOD Asphalt P Dimensions 3 /4 sq. roll 90 lbs. ASTM D 5147 ASTM D 5147 ASTM D 5147 1 sq. roll ASTM D 5147 101 lbs. I sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons RUBEROID 109. Roll ULTRACLAD a SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint Test Specification Acceptance No: 00 0331.15 Product Description Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. PA 100(A) One way valve vent used to relieve built - ASTM D 1929 up pressure within the roof system. GAF ASTM D 635 Vent Stacks are available in metal or plastic. None Mineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D 5147 Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. ASTM D2824, Non- fibered. aluminum pigmented, asphalt Type I roof coating 100 lb. cartons, ASTM D3I2, lnterply mopping and surfacing asphalt bulk Types I, II, III and IV 60 lb. kegs SEBS modified asphalt 60 lb. kegs 60 lb. kegs 6 of 32 SEBS modified asphalt SEBS modified asphalt an Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00 - 0331.15 Test Product Product Dimensions Specification I Description GAFTEMP Various PA 110 Polyisocyanurate /wood fiberboard Composite A composite GAFTEMP Tapered Various PA 110 Tapered Polyisocyanurate /wood fiberboard Composite A composite i GAFTEMP Composite N GAFTEMP Tapered Various Composite N composite GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm R GAFTEMP Tapered Various Isotherm RA GAFTEMP Tapered Various Tapered polyisocyanurate foam Isotherm RN GAFTEMP GAFCANTTM GAFTEMP PERMALITE® Tapered Roof Insulation Various Various GAFTEMP Various Tapered perlite board GAFEDGETM Tapered Edge Strip Various GAFTEMP Recover 1/2" thick, Board Various sizes GAFTITE® ASAP 500 per box PA 1 10 Polyisocyanurate /wood fiberboard composite PA 1 10 Tapered Polyisocyanurate /wood fiberboard 7 of 32 PA 110 Tapered polyisocyanurate foam Cut perlite board PA 110 Tapered perlite board PA 110 Perlite board Shingle- MateTM 4 sq. roll Fiberglass reinforced shingle Underlayment 30 lbs. underlayment PA 114 Pre - assembled fastener and metal and plastic plates ran • Zuloaga, RRC Roofing Product Control Examiner I CAF MATERIALS CORPORATION , Acceptance No: 00- 0331.15 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Pyrox Product ACFoam I ACFoam II Anchorbond Fastener Dekfast Fasteners #14 Dek fast Hex Plate Test Dimensions Specification various various various Hy -Therm Nail -line various Hy -Therm SP various Hy -Therm AP various Hy -Therm Stable R various Hy -Therm White various Line 2 7/8" x 3 1/4" Dekfast Lock Plate 3" x 3 1/4" Product Description PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 1 10 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam' insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastening assembly PA 114 Insulation fastener for steel and concrete decks PA 114 Galvalume hex stress plate. 8 of 32 PA 114 Polypropylene locking plate. Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) • Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. .(with current PCA) Construction Fasteners Inc. (with current PCA) Pra u oaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Tin Caps Product Dekfast Fasteners 1x:14 Dckfast Fasteners 1112 ISO 95+ Composite Asphalt Asphalt Primer EPS various High Density Wood various Fiberboard Pelite /Urethane various Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails MB aluminum roof coating Dens -Deck Tcs t Dimensions Specification various 4 mil min. various Minimum # 12 Min. 32 ga. x 15 /8" various PA 114 PA 114 insulation fastener for Steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 110 ASTIvt D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer, PA 110 PA 110 PA 110 PA 110 PA 114 PA 121 PA 110 9 of 32 Product Description Insulation fasteners for concrete decks Polyisocyanurate / perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Perlite / urethane composite board insulation Gypsum insulation board. Manufacturer Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) generic generic generic generic generic Perlite insulation board' Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Aluminum roof coating, Grundy Industries (with current PCA) generic generic generic Georgia Pacific (with currc cn PCA Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 0 0- 0331.15 Test Product Product Dimensions Specification Description It 12 Roofgrip #I4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate 3" round PA 114 Manufacturer PA 114 Insulation fastener for steel ITW Buildex or wood decks PA 114 PA 114 PA 114 PA 114 ISO 95+ various PA 110 Polyisocyanurate foam Firestone insulation (with current PCA) E'NRG'Y -2 various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation (with current PCA) ISORoc various PA 110 Polyisocyanurate foam / NRG Barriers, Inc. rockwool composite (with current PCA) insulation Olympic Standard 3" round PA 114 3" round galvalume Olympic AZ55 steel plate Manufacturing Group, Inc. (with current PCA) Olympic Fastener PA 114 Insulation fastener Olympic #14 Manufacturing Group, Inc. (with current PCA) Olympic 3.25" round PA 114 Polypropylene Olympic Polypropylene plastic plate Manufacturing Group, Inc. (with current PCA) 10 of 32 (with current PCA) Insulation fastener steel, ITW Buildex wood or concrete decks (with current PCA) Insulation fastener ITW Buildex (with current PCA) Insulation fastener ITW Buildex (with current PCA) Insulation fastener and metal ITW Buildex or plastic plate (with current PCA) Polyolefin plastic plate ITW Buildex (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Test Product Product Dimensions Specification Description Olympic Fastener PA 114 Insulation fastener Olympic #I2 Manufacturing Group, Inc. (with current PCA) Olympic Fastener PA 114 Pre- assembled Insulation Olympic ASAP fastener and plate Manufacturing Group, Inc. (with current PCA) Olympic CR Base PA 114 Insulation fastener assembly Olympic Felt Fastener and for Base Sheet fastening Manufacturing Base Sheet Disc only Group, Inc. (with current PCA) GlasFast Fastener PA 114 Insulation fastener assembly Owens- Corning with recessed plastic plate Fiberglas Corp. (with current PCA) Paroc Base Board various PA 1 1 0 Rockwool insulation 1 Partek, Inc. (with current PCA) Paroc Cap Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) Multi -Max various PA 110 Polyisocyanurate foam Rmax, Inc. insulation (with current PCA) • Multi -Max FA various PA 110 Polyisocyanuratc foam , Rmax, Inc. insulation (with current PCA) UltraGard various PA 110 Polyisocyanurate foam i Schuller insulation International Inc. (with current PCA) Insul -Fixx Fastener Insul -Fixx P 3" round Rawl Fasteners #12 PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) PA 114 3" round polyethylene stress •SFS /Stadler plate (with current PCA) PA 114 Insulation fastener for steel The Rawlplug and wood decks Company Inc. (with current PCA) 11 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner Manufacturer CAF MATERIALS CORPORATION Tru -Fast TP Structodeck Test Product Product Dimensions Specification Description Rawl Fasteners #14 Rawl 2" Plate 2" round PA 114 2" round galvalume AZ55 The Rawlplug membrane plate Company Inc. (with current PCA) Rawl 3" Plate 3" round PA 114 3" round galvalume AZ55 The Rawlplug steel plate Company Inc. (with current PCA) Rawlite 3" Plate 3" round PA 114 3" round galvalume AZ55 The.Rawlplug steel plate for use with Company Inc. Rawlite fasteners (with current PCA) Super Prep [I PA 121 Roof coating Thermo- Materials, Inc. (with current PCA) Tru -Fast DL PA 114 Insulation fastener for 'steel, Tru -Fast or wood (with current PCA) Tru -Fast Plastic Plate Tru -Fast MP-3 Tru -Fast HD Tru -Fast Ultra Tru -Fast DP 3.04" round PA 114 3.23" round PA 114 PA 114 various PA 114 Insulation fastener for use in steel, wood or concrete PA 114 3.04" round polyethylene Tru -Fast plastic plate (with current PCA) 3.23" round galvalume Tru -Fast AZ50 steel plate (with current PCA) Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks Acceptance No: 00- 0331.15 Manufacturer The Rawlplug Company Inc. (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) PA 114 Insulation fastener for use in Tru -Fast steel or wood decks (with current PCA) PA 114 Insulation fastener for use in Tru-Fast steel or wood decks (with current PCA) PA 110 High density wood fiber 12 of 32 Wood Fiber — ndusu it; th cu ent PCA) Frank Zuloaga, RRC Roofing Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: 00 - 0331.15 EVIDENCE SUBtiIITTED: Test Azencv Test Identifier Description Date Factory Mutual Research FMRC 1996 Current Insulation 01.01.96 Corporation Attachment Requirements Factory Mutual Research 11. 1 V8A4.AM Wind Uplift 06.28.93 Corporation FMRC 4470 - PA 114 Factory Mutual Research J.I. 2B8A4.AM Wind Uplift 07.02.97 Corporation J.I. 3139Q1.AM FMRC 44704 01.08.98 J.I. ODOA8.AM 07.09.99 Factory Mutual Research J.I. ODIA8.AM Wind Uplift; 07.29.94 Corporation J.I. 0Y9Q5.AM FMRC 4470 - PA 114 04.01.98 Factory Mutual Research J.I. 3X3A2.AM Wind Uplift I 08.02.94 Corporation FMRC 4470 - PAI 114 Factory Mutual Research J.I. OY9Q5.AIv1 Wind Uplift 07.29.94 Corporation FMRC 4470 - PA 114 Underwriters R1306, 87NK1 1819 Fire Resistance Classification 01.01.93 Laboratories, Inc. UL 790 - PA 114 . Dynatech Engineering #3600.02.95 -I Wind Uplift 02.02.95 Corporation PA 114 Dynatech Engineering. #4482.02.95 -1 Wind Uplift' 02.02.95 Corporation PA 114 I 13 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: j9 / " or greater plywood or wood plank decks 3: System Type A(2): Base sheet mechanically fastened. All General and S u mitations shall apply. Base Sheet: Ply Sheet: -45 psf. (See General Limitation #7) Maximum Fire Classification: See General Limitation ill. Maximum Slope: See General Limitation 41. 16 of 32 Acceptance No: 00- 0331.15 I ' AFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® P Y 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. r three plies of GCAFGLAS® PLY 4® AFGLAS FlexPly 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Shee dhered in a full mopping of approved asp a t app te• wt stn t e EVT range and at a rate of 20 -40 lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pressure: Specification No.: N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B -4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M /P6, N- B -4 -C, N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -C /PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M /P6 Frank'Zuloaga, RRC Roofing Product Control Examiner 31 0132 GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 GENERAL LIMITATIONS: ITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. Insulation may be applied 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 inay be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.: or strip mopped 8" ribbons in three rows, one at each sidelap and one clown 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 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of - 45 psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with TAS 105. If the fastener value, as field - tested, is 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 the 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 or Architect may be submitted. Said revised fastener spacing utilize the withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in compliance with Miami -Dade Roofing Application Standard RAS I I 7. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 11 7. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicalflc.) S All attachment and sizing of perimeter nailers, metal profile, and /or Ilahing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS III and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No 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.) Frank Zuloaga, RRC Rooting Product Control Examiner CAP MATERIALS CORPORATION Acceptance No: 00- 0331.15 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for'sales, advertising or any other purposes. 6 The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, sliall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for,termination and removal of Acceptance. 9 This Acceptance contains pages I through 32. END OF THIS ACCEPTANCE 32 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner t"1 AFGLAS ®Spec fcations I- B- 4 -M /P6, I- B -4 =M, and NN -B - 4 -1 North, South & West Zones Non - nailable decks or insulated decks up to 6 inches per toot slope. Poured concrete, precast concrete, acceptable roof insulation. Materials:.•::; • -GAF Materials . Corporation A'sphalVConcrete Primer (when applicable Base Stit eta ` ; `�: ...... • •. GAFGLAS Ply (2 plies)"% ''GAF Materials : Corporation' Roofing :Asphalt 'Iriterplies` _ 'Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Approximate_Weight per Square . 180 -290 lbs.' • Plus weight of insulation and fasteners. ::;)ecifications : neral Design and Application Considerations detailed in this Manual shall apply in addition to the following recommendations and specifications. Application of Rooting Membrane 1. Starting at the low point of the roof, mop one ply of Base Sheet. lapping each sheet into place providing for 2 inch side laps and 6 inch end laps. (See "Special Instructions' below.) 2. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle fashion: lapping each sheet 20 V. inches over the preceding sheet: solidly mopped to the underlying base sheet to provide three plies over the entire roof arca. Asphalt Requirements Base sheet and interpty moppings of Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. Slope per foot • •Asphalt Type • Up to 3' • •• 3" 6' :Sleep ASTM Type III •: BHT -Steep ASTM Type IV ■ On slopes up to 'G inch per foot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 20, so that the laps arc offset from the laps of the ply sheets. Special Instructions 1. for roof slopes of 1 inch per loot or more, all plies must be back - nailed 4 inches into wood nailers. See 'Installation on Steep Roofs,' page 10. 2. Acceptable Base Sheets include: GAFGLAS STRATAVENT° Perforated (which is laid dry, i.e., it is not mopped in, see 'Venting Systems,' beginning on page 53). GAFGLAS 175 Base Sheet, RUBER010• Modified Base Sheet, GAFGLAS° FlexPly6, and GAFGLAS Ply 4. For insulated decks there are restrictions. See 'Roof Insulation,' pages 10 -11. 3. For decks insulated with GAFTEMP' Isotherm, GAFGLAS' STRATAVENT' Perforated may be used as the base sheet in place of an overlay board of mini- mum 'A' PERMALITE• Recover Board 'or minimum V.' PERMALITE Insulation. (See "Roof Insulation," pages 10 -11 and the " GAFGLAS STRATAVENT Venting Systems and Construction Details" section beginning on page 53.) UL Classification ubsVaim u, :w Slope • Insulation 3A 3A UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc.. plywood (min. "/. inch thickness). oriented strand board (min.'/: inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard. etc. 2. Slope Maximum slope allowed, in inches per foot. 3. Insulation 3A = Optional, GAFTEMP PERMALITE', Isotherm and Composite (perlite side up) Insulations. . Guarantees Available SpecIficatlon - Uberty Guarantees - B- 4 -M/PG ' 1-13-.4 -M and NN- B•4 -M • 20. 15. 12. 10.5 yr. 12, 10.5 yr. • ROOF COVERING - MATERIALS (TENT) ROOFING SYSTEMS (TGFU)— Continued the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, • multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens -Deck" in hot asphalt. 'GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet (GAFGLAS 175 Base Sheer or "GAFGLAS 180 Premimum Base Sheer) is a suitable alternate for Type GI asphalt glass fiber•ply.sheet ( "GAFGLAS 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 a Type G2 asphalt glass mat base sheet `GAFGLAS Stratavent (Vent -Ply) perforated" or GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. Ai an option Type G2 asphalt glass mat base sheet ( "GAFGLAS 175 Base Sheer., "GAFGLAS 180 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for GI asphalt glass fiber ply sheet ( "GAFGLAS 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. 8 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, 8 or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, 8 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.,. �doesnotladversely :effect the rating. The use of 1/2 in. min gypsum board` ' ifl ccept'ablipalternate for insulation over C -15/32 decks. "•The'lilse -of polystyrene insulation board between min 3/4 in. perlite board and 'deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, 8 or C systems. • "GAFTEMP Isotherm RA ", "GAFTEMP Tapered Isotherm RA" and "GAFTEMP , CortipositeYA" maybe substituted for any isocyanurate insulation in any of the • follb hglIGlassifications. Tiilmbull' "Perma Mop" may be utilized with any of the following "Asphalt Felt • Systems • with Hot Roofing Asphalt ". GAFGLAS 180 Premium Base Sheet may be used in any of the following • Class A, 11 systems. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membrahes. • I. Deck: C -15/32 Class A Incline: 3 • .lnsiitation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane. perlite /isocyanurate composite, perlite) ;urethane Composite, wood fiber /isocyanurate composite, phenolic, any Ihicknesi. Ply'Sireet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing+ Gravel. 2 . DSCki:C. S/32. Incline: 2 Wilt/item (Optional): One or more layers perlite, wood fiber, glass fibet; isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 4��ppl,Sh.et: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 3.. DeWiNC Incline: 2 • . loSUiat>ibn ( Optional): One or more layers perlite, wood fiber, glass ber, iso anurate, urethane, perlite /isocyanurate composite, perlite/ ,urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. •'?ty'Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 , Cj • pSheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". •• Iiiiutitiof:' One or two layers "Isotherm R". 4 in. / 2 max, hot mopped. • • 8. U P C De u t P Ply 2. De fi u th Ba R Ca Dec In fi ur thi Ply Ply Su Deck Ins fib uret thic Pty Ply Surfs 1. Deck: Insu fibe Ply Ply Su gal/ 1. 1. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 133 ROOFING SYSTEMS (TGFU)— Continued Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber system. C -15/32 Incline: 1 seSSheet: One layer Red rosin paper, Base Sheet" (may be nail Ply Sheet: One or more layers of Type G1 "GAFGLAS Pty 4" or GAFGLAS Ply Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheer. Deck: NC Incline: 3 • Base Sheet: One layer of Type G2 "GAFGLAS 175 Base Sheer. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G' -3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: C -15/32 Incline: 2 :Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane. perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in min (offset from plywood joints 6 in.). Base. Sheet: One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberoid Torch Plus" (granule); "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). , Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheer, hot mopped. eck: C- 15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any t hickness. Base Sheet: Two or more layers of Type G2 or G3. ly Sheet (Optional): One or more layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). Ruberoid Torch Plus'' (granule)„ "Ruberoid Mop" (smooth or granule) 'or Ruberoid Mop Plus" (granule). ap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B ck: C- 15/32 Incline: 3 -1/2 nsulation (Optional): One or more layers perlite, wood fiber,'` glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ rethane composite, wood fiber /isocyanurate composite, phenolic, any hickness. ly Sheet: Two or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS 6" ap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. ck: C -15/32 Incline: 3-1/2 sulation (Optional): One or more layers perlite, wood fiber, glass ber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ r ethane composite, wood fiber /isocyanurate composite, phenolic, any ickness. se Sheet: Two or more layers of Type 61, G2 or G3. embrane: One or more layers of "Ruberoid Torch" (smooth or granule), Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or uberoid Mop Plus" (granule). p Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. k: C -15/32 Class C Incline: 1/2 sulation (Optional): One or more layers perlite, wood fiber, glass ber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ ethane composite, wood fiber /isocyanurate composite, phenolic, any ckness. Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS 6 ". rfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A : C -15/32 Incline: 1/2 ulation (Optional): One or more layers perlite, wood fiber, glass er, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ hane composite, wood fiber /isocyanurate composite, phenolic, any kness. Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS 6 ", hot mopped with coal tar bitumen. adng: GraveL COMBINATION HOT AND COLD SYSTEMS NC Class A 2 lation (Optional): One or more layers wood fiber or glass r, 2 in. max. Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS 6 ". rfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 sq. Date 9 14Lf/93 Job Address 9 0U.E • 9(9 V • Tax Folio!! gSVe / saz.fd e 2-0.4,4,14.A. fl4cn o Fe. 33/3 `l � �� f_. pp Legal Description I dS/l � /2,,i) /3 / o c E 74, i 1 b g n / 7 i ' 5 1 2 e ' e e i l i k i r� t l 4 > _ x )N Hatay M .377,'( Puh)'c R webs of D, of Cy , T /o2/.o ,4dd . ?3 kg 94. /r Aini7 rare, 33 36- Owner / Lessee / Tenant S/b4GlN A . ju leer Master Permit # Owner's Address q - 3 A1 .L . 4l0 /4 S •} Jet ia444A 1/ h CZ - , i(. ` 3 � / 3 -Phone ««9't- £ 1 76 - eor k-) Contracting in' 7/er � 6 .22j e , . � & /fiL� Address /T/� �� / / ?� / //� /),. - Qualifi T` i � Z./- /— SS# / Phone 3 <7`X /7 ' State #Oda.7 # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor (3t4 Permit Type(circle one): BUILDING ELECTRICAL , PLUMBING � MECHANICAL (jOOFIN� PAVING FENCE SIGN WO K DESCRIPTION �6� o/77/ .i- � ei* l/� �'(r� 7ZE Q Q p.-.e 5-49w4f....-- Square Ft.°°11,� Estimated Cost(value) /O/ O I WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 co •= motion and zonin Furthermore, I authorize the above -named contractor to do the work stag'. AJAA Q �-�p Signature of o er and /or Condo President Date: 7//793 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ** * * FEES: PERMIT APPROVED: N. ary as to Owner and My Commission Expires: * Zoning Pres ' apt ,4l E ? %C3t ; C • O O a . nn` Z V .•,<�/ [L `� C.C. T•J �U i „ nnitmitt0 0 Buildin Mechanical Plumbing_ Address Signature Co 'actor or Owner- Builder Date: f �ff ota5y as to Contractor or Owner- Builder y Commission Expires: * * * * * * ** NOTARY .o TOTAL DUE 05° Fire , Other 16 Engineering Electrical k This Ins men' Pre aced By: Name .! /�� Add /1-/ _ .. //O Permit No. STATE OF COUNTY OF 4. Contractor: 5. Surety a. Name and address: 6. Lender: (name and address) / Sworn to ndd subscribe • • fore , e 19 9— this /7 day of ignature of `•tary ublic) t' 0 Notary's Name 4 / /P/Q/I4 Notary's Commission ALL INFORMATION 93R458322 1993 SEP 16 12:15 NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. V 1. Description of property: (legal description of property, and street address if av ilable) 4 I I a /2 � %� Jb / c-1 7 "3- /lc�cr��u,, glrtareo S c- 4t` , it 973 Luc mo/ to Sf . � z.arL' d to f I : • /U p .3' -) ' feu / c �C'C rdi aaeY� &, FL. i$4 33/ 2. General description of improvement: V 3. Owner information 5//,q&) A. F IE LLT a. Name and address: 9 ? ,tJE 96 St .) /l'1 � &:' `S ps F . 3 3/38' b. Interest in property: ew)/l/6e c. Name and address of fee simple titleholder (if other than owner): ame and address) G ���, ?4 e /�/� 57a //'. / STATE OF FLORIDA, COUNTY OF DADE b. Amount of bond $ .t MERE3Y CERTIFY Ma. this is a fruo co y of Oho o i, no/1fai ip ¢his �ii e o day off , A O ' WTNE.' m'/ ,/ :dOficial i; \E En, of ^'rcu untyCov:fs Cy 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713:33(1)(a)7., Florida Statutes: (name and address) islmnt+nu Owner's Address For Clerk's Use Only Tax Folio No. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ei (Signature of Owner) Owner's Name 5H/4c/ivA . e`u z-c.02 973 N.E . S6 /4 S/ e-- / /Am slioe-es F2. 33/38" 1-kUM :f1--M WILL1NU HRUUUC IS IU :iId563syy'14 METROPOLITAN DADE COUNTY, FLORIDA METRODADE Our New Location is: Metro Dade Building 140 W. Flagler St. Miami, F1. 33130 GD:cg W TT MM CONCERN JUN 24, 177 ] 1; 4bPri r . L1G OFFICE OF THE COUNTY MANAGER BUILDING CODE COMPLIANCE CEIOE 101E 111 N.W. 1st STREET MIAMI, FLORIDA 33128 -1974 (305) 375-2981 (305) 375 -2901 February 22, 1993 METRO - DADS CENTER MFM Building Products, Corp. has filed with this office an application for the use of their Wind and water Seal as an anchor sheet in conformance with Section 3403.4 (b) of the South Florida Building Code (S.F.B.C.). This underlayment shall be fastened to wood or other nailable decks in conformance with Section 3403 of the S.F.B.C. The product consists of fiberglass acrylic core coated with a modified asphalt adhesive having a total thickness of 45 miles and weighing 30 lbs. per square in 36" wide rolls. Due to an avalanche of requests for new approvals brought about by Hurricane Andrew, the issuance of Notice of Acceptance are being delayed. In the interim period, please accept this letter in allowing this product to be used as an underlayment under shingles, clay, concrete, or other nail applied tiles. Sincerely yours, _ il Diamond, P.E. Product Control Supervisor METROPOLITAN DADS COL,rTY, FLORIDA N, METAO'DAUC :►i�il 1 i t ,■G I Chuiflan Ben ti. Ilitrchutr t'lrvClminruu► 11.0. 1.acu•rrr 3lemben Hamill! rIger Jr „nr.S AAU.t Corse Berlin Amalfi ,t1. Mark L1 neretter 4I. 11ur.uul r',1 Rr1,/ic I). ,'ur lIr,uuu► John C•ulpini Eduardo Carnet Ju,.ur ,Ir In li,rritv 11. Gulu,n Meeker Arnold GdIJ,urin Riihnn/ �1. !Button aunlr! LriiIi Julu, Llurlllron, S,rt'rn Laity Jnlrpl, .Daher. Se.. lumen Pulver Ililli,un Riley Annual lu .tl. 111;u fl•unai U„rrback Alfred II 'i.tbnw/ Rudy II i1 /luu,.t Piton/ Cuniullanl Julut l'Luurinu .Staff Ch „r/kt I)nd,vrr Sati Iu Il eittreh Diamond Monier Roof 135 N.W. 20 Boca Raton, ACCEPTANCE No.: APPROVED d I•PJ 6t? :0 CELT •0 'c1JU 1'26L_ COI' : ;Cy' :1:1 2110DUCT r'Or1TROL....NOT10E_Or AC , E CC 'rile tStro 1. Pl. 3 4 31. APPROVED: -1 ''; .t, ::da ^14 *1 j METfiO•DADECCNTV' OOARD OF f1U1.l;S AND APPEAL S(JITC 1010 111 N.W. let STRECT MIAMI. FLORIDA 39123.40/4 (306) 373.2901 (305) 375 -2612 Your, application for. Product Approval of yamtuard Ij $1st Concr_Qi. Ro. .., ,1Je Pnr LJ.x ct NitiliAa under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as' submitted by ADDl (r,t1n(; diQllg Itwi.t•h ,re,p,Qrt by_j_11. . 11r4Rant 1 C0 u. t.)..ng_Eat;u.�0.r.a r • Inc �cl tied . i 0 24_._.Const�rsrc.tjon earch L4120 r<ttQ2.y,_ LRC - 1 2.C.t ff'} t . 0_ aced G_ 15 - Qacy_RQ . ,, ,L1■2 -rnc':.;tljctt �,,ulcle `rpecifj.C.s1. {nny has been accepted by Product Control under the Specific Conditions'; set forth on pages 2-2a and the Standard Conditions on Page 3 Gil Diamond, PP ?'.' . Product Control Division Supervimor. EXPIRES : 1995 r �+ ._. � * vP.�LASE_ DTE* * THIS TS CO3L:.ItSt:.Cf`'L__SEF_AD TIONAX_PAOE"a_EQtl sP T ELC AND ENERA , C'ON X I'TON i a B Or• RULES D_1tPP.L'A&S..fd'?TIC O.E_ILaCUTAHCF This application for Product Approval has been accepted by!the Metropolitan Dade County Doarct of Rules and Appeals to bo lsed in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. n Danger, Secretary Metropolitan Dade County Board of Rules and Appeals C1111�1 1J el-311'10W : 1•10e ter .pof _T: a ACCEPTANCE No.: _....Q2 - �i"""— - 11 ____ APPROVED : Apr1.1_ -13. 192 EXPIRES 1. This approves Vanguard II 1•'lat: concrete roof tile for a direct nail -on system on a minimum roof slope of 4" in 12 ". This diz nail -on system shall be limited to installations of 75 feet above existing grade. 1 . • 2. 5j e. i i .bons i Vanguard II Flat concrete tile is 16 1/2" long by 13 1 /0" wide and 1 1 /0" in thickness at the butt end. rnoh tile has 1 3/0" interlocking side lap. The average weight of a tile is 12 1/ pounds. Each tile is att :ached, to a fully sheathed 19/32" or 5/0" t :h sheathing grade plywood clock covered with a 43 pound asphalt impregnated felt, with two 10d common hot dip galvanized stco1 nails. The nails are driven through the 3/16" diameter nail holes to within 1/16" of the surface. Each course of tile is installed utilizing a 3" head lap. 4. QSlii7 it Y_.0 QIltIa The manufacturer shall retain the services of an independent testing laboratory to maintain quality control. Test shall bp' performed on a minimum ot: five tiles during production of domestic tile for, strength according to Section 3403 of the South Florida Building Code and for moisture absorption according , to AS'i'M 'rose samples shall be selected by a laboratory according to AS'l'M D - 3665 - 02. Results shall•ho submitted to Dade County Product; Control Section every ninety days.. Test reports shall bear ad description of the tile by material and color, i.e. clay, red 3. Inatailltlaal C d H U O :3 CGGT '0 'dells nasacr OF f' lIAVCE: . S2ECTFT(_CONDtTIONS 2- 1 COI • :,i'i._ :"1:11 ii Diamond, P. Product Control Division Supervisor r • MQniaS�S?� Ti] -2a- r d HU 'T66T '0 cldU t>26:. St's II ACCEPTANCE No.! __...9.2.=.10 0 1 ) i APPROVED t Ap�rl.t 11. 192 EXPIRES : ____Ab'.•L -.�-.- _ noussAIF ACC , ' Gil D amond, P. Product Control Division Supervisor • an':ri 1J aD I PION : i 5• naricanuml I All tilos shall her the imprint of the manufacturer's name cnd tile designation, i.e. Vanguard II Plat, to permit identification in the field. i ' P G. This product muut be re-evaluated for structural adequacy when installed within the Coastal Construction Zone, in accordance with Chapter 23, Sub- section 2309.2 (b) of the South Florida Building Code. I 7. This renewal super8edes Notice of Acceptance No. '00-0922.2 dated December 12, 1980. I.10 J • . ,• y I II!TROPOLITAN DADE CO .TY, FLORIDA „ •' MET•11O (.'1111.,1„ 1Si is'u a 1. Iliu'l lone I1 e•C7a11•uuu! /1.1). Lur.ru•r .Heather. lLu1,/.l .I J,1 urt .I1'11i.1' al,, /lerlln /'smut 111. Mack l,1.r„ nrr :I. 11t•rltu'l 7i.! 1h/JL. L)u'ue 1l, • twndt, J..hu C'nl,,hu de la /•r,•lr,ur 11. Car/an Drt•krr .I,anl.! Goldman N1r1 unl Al. llurbm Amid Lrui, .11.!„ t Lb :d.lru,a S,rr.•u Lucy Ju.lr)d, .11uklu'r. Sr. Ju1r.•.r /; II'i /1131, /tli.1' r1,'utd .1t l.i; n 711,urf Uurrhut•k Iljr.,l Ili•i•n.l! Rudy 11'11114:m8 • /lean/ f.'uu.l'ul1u,ll i.•lu, l'i.Vlu'llu, Stgdf C7u,,!••■ flange,. Solids Solids Ili•i„rrh Cil! !)id,nn d I.2U TS:U C.T •Ci •.1d11 M262. ! l 4.i1' .'I:11 METRO-DADE CENTEF 1 UQARD OF nuLES ANp AAPI;ALJ SUITE' 1010 111 N.w. 191 STF)LI:1' MIAMI, FLOISIDA 31120.1074 (305) 175.2 ?8II (305) 375 -2612 '1�.._4.LL.C.CLI''J:l�t1C�; . STM DARD._CQN.D.TTxON�• t• . 1. Extension of Acceptance may be considered aft' . RT.( application has been filed and the supporting ' datp asst; reports no older than ton (10) years, hove been re-evaluated. All reports of re-testing shall bear the se4 signature and date of an engineer registered in the State of Florida. iI 2. Any revision or change in the materials, use or manufacture of the product or, process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product Or process or a change in Code provisions shall be grounds for' re- evaluation. 4. This acceptance shall not be used as an endorsement Of any product for sales or advertising purposes, 1 5. The Notice of Acceptance number preceded by the wor s Dade County, Florida , and followed by the expiration date may be displayed in advertising literature. ft any portion of the Notice of Acceptance is displayed/;, then. it shall be done in its entirety. it 6. Product approval drawings, where required for porml;t applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of. Acceptance. The prints need not. be re- sealed by an er. gineer. . 7. Failure to comply with Standard Conditions shall be .cause for termination of Approval. anu .L:1 Z1311101.1 : I•1tC'I.1 t �: G {{ .r 1 `flY � 1 Diamond, 1. ' . roduct Control Division Supervisor I' Building Permit No. T`(PE OR PRINT APPLICANT FILL INSIDE HEAVY LINES ROOFING PERMIT APPLICATION OWNER I Ravel TEL. NO MAIL ADDRESS LEGAL: STREET ADDRESS OF JOB LOT SIZE Building and Zoning eroo 973 N L 96th st,Miomi Shores,`lori BIJILDING CONTR A•1 s pringer xoofing Oo, Inc, MAIL ADDRESS 5 b • "I • 8 th St ARCHITECT ENGINEER LOT NO. BLOCK NO SUBDIVISION SEC. TWP. RGE. OR METES & BOUNDS. P.B. & PAGE NO 973 N E 96th st SURVEY ATTACHED? LOT STAKED? PRESENT USE (VACANT, OR NO. OF BUILDINGS AND USE OF EACH) I HEREBY MAKE APPLICATION FOR A PERMIT TO APPLY NEW ❑ REPAIR ❑ REPLACE ROOF ON THE FOLLOWING TYPE STRUCTURE: RESIDENTIAL el COMMERCIAL ❑ INDUSTRIAL ❑ FOR THE FOLLOWING SPECIFIC OCCUPANCY AND USE • comont mingle tile wuu.1 TYPE OF ROOF TYPE SURFACE OF DECK NO. OF PLYS WT. OF FELT EACH PLY FLASHING METAL TYPE GAUGE ROOF PITCH /12 TIN CAP SPACING NAIL SIZE & LENGTH DRIP STRIP METAL TYPE WIDTH GRAVEL STOP METFt,�TY6E S WIDTH �G} 1 EST COST S NO. OF SQUARES FOR THE SUPERVISION AND COMPLE CORDANCE 'H THE PLANS AND ANCE WIT A ED R S ATE D (SIGN- U' •` 'A T - (OU - �E - •- ZONING STRUCTURAL 'PLUMBING ELECTRICAL MECHANICAL 123.03-5 APPROVED DISAPPROVED DER ONLY) GAUGE GAUGE 2950.n0 I UNDERSTAND THAT IN SIGNING THIS APPLICATION, I AM RESPONSIBLE ON OF THE CONSTRUCTION IN AC- ECIFICATIONS AND FOR COMPLI- COUNTY LAWS APPLICABLE. WITNESS (CLERK) / DATE ACCEPTED: FEE BY "LONDITIONS UNDER WHICH APPROVED- INSPECTOR'S COPY NO RMIT 3,275 VIOLATIONS CHECK: CHECKER REASON FOR OFFICE USE ONLY INSPECTION RECORD DRY -IN WT. FELT OVERLAP NAIL SIZE SPACING DRIP STRIP METAL GAUGE SIZE NAILING GRAVEL STOP METAL GAUGE SIZE NAILING FLASHING TYPE WT VALLEY METAL GAUGE TILE- TILE WETTED OVERLAP _ MORTAR SURFACE _ FINAL- SURFACE WORKMANSHIP TO CODE DRY -IN INSP DATE FINAL INSP DATE ADMINISTRATION TOTAL SQUARES CONTR. CERT. NUMBER CLASS S PROOF OF OWNERSHIP CHECKER DATE CHECKER AN AUTHORIZED REPRESENTATIVE OF THE DIRECTOR, DADE COUNTY BUILDING AND ZONING DEPARTMENT AND ALL FEES PAID AND RECEIPT ACKNOWLEDGED IN THE SPACE PROVIDED. TYPE OR PRINT APPLICANT FILL INSIDE HEAVY LINES ROOFING PERMIT APPLICATION OWNER MAIL ADDRESS 973 1 96th atAlma Shores l lor.i i F • ingglr Roofinit Go Inc BUILDING CONTR 4 P MAIL ADDRESS 549 4 . . 8th it ARCHITECT ENGINEER LEGAL: LQ.T,�NO. BLOCK NO SUBDIVISION OR METES & BOUNDS P. B. & PAGE NO STREET ADDRESS OF JOB 973 it it 9 th *t LOT SIZE PRESENT USE (VACANT, OR NO. OF BUILDINGS AND USE',OF EACH) I HEREBY MAKE APPLICATION FOR A PERMIT TO APPLY NEW ❑ REPAIR ❑ REPLACE A ROOF ON THE FOLLOWING TYPE STRUCTURE: RESIDENTIAL IN COMMERCIAL ❑ INDUSTRIAL ❑ FOR THE FOLLOWING SPECIFIC OCCUPANCY AND USE • TYPE OF ROOF"Ment Sh 1YP SURFACE OF DECK NO. OF PLYS FLASHING METAL TYPE TIN CAP SPACING DRIP STRIP METAL TjPE (SIGN 1 .'3.0?- S • TEL. NO. SEC. SURVEY ATTACHED? LOT STAKED? WT. OF FELT EACH PLY GAUGE ROOF PITCH ti NAIL SIZE & LENGTH • - 'WID -tH GAUGE GRAVEL STOP META�TY 3� -WIDTH GAUGE NO. OF SQUARES J j • E ST COSTS 'nom OO I UNDERSTAND THAT IN SIGNING,7Tl4IS APPLICATION, I AM RESPONSIBLE FOR THE SUPERVISION AND COMPLE ON OF THE CONSTRUCTION IN AC- CORDANCE H THE PLANS AND ECIFICATIONS AND FOR COMPLI- ANGE WI s Rj ATE ` D COUNTY LAWS APPLICABLE,• DER ONLY) DATE- ACCEPTED: � � A TWP. RGE. /12 FILE COPY DRY -IN WT. FELT OVERLAP N IZE SPACING t ` ` .� ... r - DRIP STRIP METAL GAUGE SIZE GRAVEL STOP METAL SIZE FLASHING TYPE WT. VALLEY METAL GAUGE TILE- TILE WETTED OVERLAP MORTAR SURFACE' FINAL- SURFACE WORKMANSHIP TO CODE 16. DRY -IN INSP DATE FINAL INSP. DATE ADMINISTRATION TOTAL SQUARES FEE PROOF OF OWNERSHIP CHECKER " VIOLATIONS CHECK: CHECKER DATE CONTR. CERT. NUMBER CLASS CHECKER AN AUTHORIZED REPRESENTATIVE OF THE DIRECTOR, DAOE COU *QTY - BUILDING AND ZONING DEPARTMENT AND ALL FEES PAID AND REC(• II` I ACKNOWLEDGED IN THE SPACE PROVIDED. BY: C , PERMIT 3 (2 -+i, .•, fit. O. FOR OFFICE USE ONLY INSPECTION RECORD CONDITIONS UNDER WHICH APPROVED: 's. NAILING GAUGE NAILING i S APPROVED DISAPPROVED , REASON .. - ...4.:pr ZONING STRUCTURAL .. PLUMBING TI.E�CCTT''HICAL ...,,•,. MPCHANICAL TYPE OR PRINT APPLICANT FILL INSIDE HEAVY LINES ROOFING PERMIT APPLICATION OWNER MAIL ADDRESS 973 1 96th atAlma Shores l lor.i i F • ingglr Roofinit Go Inc BUILDING CONTR 4 P MAIL ADDRESS 549 4 . . 8th it ARCHITECT ENGINEER LEGAL: LQ.T,�NO. BLOCK NO SUBDIVISION OR METES & BOUNDS P. B. & PAGE NO STREET ADDRESS OF JOB 973 it it 9 th *t LOT SIZE PRESENT USE (VACANT, OR NO. OF BUILDINGS AND USE',OF EACH) I HEREBY MAKE APPLICATION FOR A PERMIT TO APPLY NEW ❑ REPAIR ❑ REPLACE A ROOF ON THE FOLLOWING TYPE STRUCTURE: RESIDENTIAL IN COMMERCIAL ❑ INDUSTRIAL ❑ FOR THE FOLLOWING SPECIFIC OCCUPANCY AND USE • TYPE OF ROOF"Ment Sh 1YP SURFACE OF DECK NO. OF PLYS FLASHING METAL TYPE TIN CAP SPACING DRIP STRIP METAL TjPE (SIGN 1 .'3.0?- S • TEL. NO. SEC. SURVEY ATTACHED? LOT STAKED? WT. OF FELT EACH PLY GAUGE ROOF PITCH ti NAIL SIZE & LENGTH • - 'WID -tH GAUGE GRAVEL STOP META�TY 3� -WIDTH GAUGE NO. OF SQUARES J j • E ST COSTS 'nom OO I UNDERSTAND THAT IN SIGNING,7Tl4IS APPLICATION, I AM RESPONSIBLE FOR THE SUPERVISION AND COMPLE ON OF THE CONSTRUCTION IN AC- CORDANCE H THE PLANS AND ECIFICATIONS AND FOR COMPLI- ANGE WI s Rj ATE ` D COUNTY LAWS APPLICABLE,• DER ONLY) DATE- ACCEPTED: � � A TWP. RGE. /12 FILE COPY DRY -IN WT. FELT OVERLAP N IZE SPACING t ` ` .� ... r - DRIP STRIP METAL GAUGE SIZE GRAVEL STOP METAL SIZE FLASHING TYPE WT. VALLEY METAL GAUGE TILE- TILE WETTED OVERLAP MORTAR SURFACE' FINAL- SURFACE WORKMANSHIP TO CODE 16. DRY -IN INSP DATE FINAL INSP. DATE ADMINISTRATION TOTAL SQUARES FEE PROOF OF OWNERSHIP CHECKER " VIOLATIONS CHECK: CHECKER DATE CONTR. CERT. NUMBER CLASS CHECKER AN AUTHORIZED REPRESENTATIVE OF THE DIRECTOR, DAOE COU *QTY - BUILDING AND ZONING DEPARTMENT AND ALL FEES PAID AND REC(• II` I ACKNOWLEDGED IN THE SPACE PROVIDED. BY: C , PERMIT 3 (2 -+i, .•, fit. O. FOR OFFICE USE ONLY INSPECTION RECORD CONDITIONS UNDER WHICH APPROVED: 's. NAILING GAUGE NAILING i S 11 v,1aV��v�" Building and Zoning Building Permit No. FOR OFFICE USE ONLY TYPE OR PRINT APPLICANT FILL INSIDE HEAVY LINES ROOFING PERMIT APPLICATION OWNER MAIL ADDRESS 973 11 st Shoreo ] oriel BUILDING CONTR Al 4 pringar Aoofin; Go.Iac,. MAIL ADDRESS 5349 l • r r 8th at ARCHITECT ENGINf#ER' LEGAL: Los NO SUBDIVISION OR METES & BOUNDS. P.B. & PAGE NO STREET ADDRESS OF JO9 LOT SIZE PRESENT USE (VACANT, OR NO. OF BUILDINGS AND USE Off EACH) I HEREBY MAKE APPLICATION FOR A PERMIT TO APPLY NEW ❑ REPAIR ❑ REPLACE I� A ROOF ON THE FOLLOWING TYPE STRUCTURE: RESIDENTIAL a COMMERCIAL ❑ INDUSTRIAL ❑ FOR THE FOLLOWING SPECIFIC OCCUPANCY AND USE' TYPE OF ROOFn` YVIAFACE OF DECK NO. OF PLYS TIN CAP SPACING (SIGN WITNESS (CLERK) 123.03 -5 a Naval $' • t TEL. NO. SEC. 973 N . 96th st SURVEY ATTACHED? LOT STAKED? WT. OF FELT EACH PLY BLOCK NO TWP. RGE. FLASHING METAL. TYPE QAUGE ROOF PITCH /12 NAIL SIZE & LENGTH DRIP STRIP METgt TYRE - .WIDTH v -b} GAUGE GRAVEL STOP METAL TY11 WIDTH GAUGE N6. OF SQUARES 3 iii S T COST ` , 'S APPLICATION M I UNDERSTAND THAT IN SIGNING RESPONSIBLE FOR THE SUPERVISION AND COMFCLE •N OF' THE CONSTRUCTION IN AC- CORDANCE H THE PLANS AID ECIFICATIONS AND FOR COMPLI- ANCE WIT , A ED R �j ATE' a" D>COUNTY LAWS APPLICABLE. AUDITOR'S COPY PERMIT NO. DRY -IN FLASHING TYPE VALLEY METAL TILE- TOTAL SQUARES PROOF OF C)W;JERSHI P BY • INSPECTION RECORD WT. FELT OVERLAP NAIL SIZE SPACING e f ; AC r DRIP STRIP METAL GAUGE SIZE NAILING GRAVEL STOP METAL GAUGE SIZE NAILING TILE WETTED WT GAUGE OVERLAP SURFACE FINAL- SURFACE WORKMANSHIP TO CODE Y DRY -IN INSP DATE FINAL INSP DATE . i ADMINISTRATION FEE CHECKER VIOLATIONS CHECK: CHECKER DATE DATE ACCEPTED: CONTR. CERT. NUMBER CLASS CHECKER AN AUTHORIZED REPRESENTATIVE OF THE DIRECTOR, DADE COUNTY BUILDING AND ZONING DEPARTMENT AND ALL FEES PAID AND RECEIPT ACKNOWLEDGED IN THE SPACE PROVIDED. CONDITIONS UNDER WHI H APPROVED' APPROVED DISAPPROVED REASON - y ZONING STRUCTURAL PLUMBING ELECTRICAL - ME4ANICAL 11 v,1aV��v�" Building and Zoning Building Permit No. FOR OFFICE USE ONLY TYPE OR PRINT APPLICANT FILL INSIDE HEAVY LINES ROOFING PERMIT APPLICATION OWNER MAIL ADDRESS 973 11 st Shoreo ] oriel BUILDING CONTR Al 4 pringar Aoofin; Go.Iac,. MAIL ADDRESS 5349 l • r r 8th at ARCHITECT ENGINf#ER' LEGAL: Los NO SUBDIVISION OR METES & BOUNDS. P.B. & PAGE NO STREET ADDRESS OF JO9 LOT SIZE PRESENT USE (VACANT, OR NO. OF BUILDINGS AND USE Off EACH) I HEREBY MAKE APPLICATION FOR A PERMIT TO APPLY NEW ❑ REPAIR ❑ REPLACE I� A ROOF ON THE FOLLOWING TYPE STRUCTURE: RESIDENTIAL a COMMERCIAL ❑ INDUSTRIAL ❑ FOR THE FOLLOWING SPECIFIC OCCUPANCY AND USE' TYPE OF ROOFn` YVIAFACE OF DECK NO. OF PLYS TIN CAP SPACING (SIGN WITNESS (CLERK) 123.03 -5 a Naval $' • t TEL. NO. SEC. 973 N . 96th st SURVEY ATTACHED? LOT STAKED? WT. OF FELT EACH PLY BLOCK NO TWP. RGE. FLASHING METAL. TYPE QAUGE ROOF PITCH /12 NAIL SIZE & LENGTH DRIP STRIP METgt TYRE - .WIDTH v -b} GAUGE GRAVEL STOP METAL TY11 WIDTH GAUGE N6. OF SQUARES 3 iii S T COST ` , 'S APPLICATION M I UNDERSTAND THAT IN SIGNING RESPONSIBLE FOR THE SUPERVISION AND COMFCLE •N OF' THE CONSTRUCTION IN AC- CORDANCE H THE PLANS AID ECIFICATIONS AND FOR COMPLI- ANCE WIT , A ED R �j ATE' a" D>COUNTY LAWS APPLICABLE. AUDITOR'S COPY PERMIT NO. DRY -IN FLASHING TYPE VALLEY METAL TILE- TOTAL SQUARES PROOF OF C)W;JERSHI P BY • INSPECTION RECORD WT. FELT OVERLAP NAIL SIZE SPACING e f ; AC r DRIP STRIP METAL GAUGE SIZE NAILING GRAVEL STOP METAL GAUGE SIZE NAILING TILE WETTED WT GAUGE OVERLAP SURFACE FINAL- SURFACE WORKMANSHIP TO CODE Y DRY -IN INSP DATE FINAL INSP DATE . i ADMINISTRATION FEE CHECKER VIOLATIONS CHECK: CHECKER DATE DATE ACCEPTED: CONTR. CERT. NUMBER CLASS CHECKER AN AUTHORIZED REPRESENTATIVE OF THE DIRECTOR, DADE COUNTY BUILDING AND ZONING DEPARTMENT AND ALL FEES PAID AND RECEIPT ACKNOWLEDGED IN THE SPACE PROVIDED. CONDITIONS UNDER WHI H APPROVED' "USE ON r4 Building Permit Noa ap TYPP OR PRINT , APPLICANT FLLL INSIDE HEAVY LINES •R ()OEING:.P MIT -ApprICAT1ON OWNER MAIL ADDREVS BUILDING CONTR. MAIL ADDRESS ARCHITECT CK "'ENFI ttiet, `. LEGAL < I r f SUBDIVISION OR METES & BOUNDS STREET AD CONDITIONS UND ZONING STRUCTURAL PLUMBING ELECTRICAL er K" 1 MECHANICAL 123.03 -5 sitonaria app tiro. a9�p: Abating Ala *psimen. 16 5149 . lita .t T NO. LOT SIZE S/EY ATTACHED? PRESEPT USE (VACANT, OR NO. OF EUILDINGS AND US CO ST S« YPE'SORF OF DECK BLOCK NO SEC. TWP. RGE. P.B. & PAGE NO. LOT STAKED? E:4 I HEREBY MAKE APPLICATION FOR A PERMIT TO APPLY NEW ❑ REPAIR 0 • ,REPLACE A ROOF ON THE FOLLOMNG TYPE STRUCTURE: RESIDENTIAL COMMERCIAL ❑ INDUS TRIAL FOR THE FOLLOWt» G,i OCCUPANCY AND • tYPE OF ROO NO OF PLYS "* PLASHING METAL - ROOF PITCH LENGTH _:NIT OF FELT EACH PLY +. 'F it rENRIP ST.B1P METrft lPE !b11:01g1- 1 QAUOE 4 -• GRAVEL STOP METAA T WIDTH \ • GAUGE f t OF SQUARIE.J. •••• ALTI I AM RESPONSIBLE OFI OP THE CONSTRU'P{Q$ IN AC- ECIFICATIONS AND FOR COMPLI- UNTY LAWS APPLICABLE.- •. /12 APPLICANT'S COPY PERMIT -V,0. DRY -IN Nr DRIP STRIP GRAVEL STOP FLASHING TYPE WT VALLEY METAL ,GAUGE TILE- TI LE WETTED OVERLAP MORTAR FINE, SURFACE' WORISiy1ANH I P DRY -IN INSP FINAL INSP BY • T SQUARES FEE ' PROOF OF �WtV E RSH I P VIOLATIONS CHECK: CHECKER I UNDERSTAt'rb'iHAT IN SIGNING `FOR THE SUPERVISION AND COM 0,rJy7 < CORDANCE . § 'T RE PLANS A r. „�.,J MICE WI - Eta AT (SIGN WITNESS (CLERK) DER ONLY) DATE ACCEPTED: CONTR. CERT. NUMBER " CLASS CI•{ECKER AN AUTHORIZED REPRESENTATt .OF THE DIRECTOR, DADE COUNTY BUILDING AND ZONING DEPART AND ALL FEES PAID AND RECEIPT` ACKNOWLEDGED IN THE SPACE \YIDED. WHI H APPROVED: APPROVED DISAPPROVED 0(! INSI,ECTION RECORD WT. FELT OVERLAP SIZE METAL SIZE ADMINISTRATION SPACING GAUGE NAILING GAUGE NAILING S UR F AC!Y'._ TO CODE DATE DATE CHECKER' DATE Owner's Name and Address Registered Architect and/or ngineer - Name and address of licensed contractor MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date... — 7/ �/ No. Street.-9 f - ' • . / n.... . rr. •••, r. enearcrn.....rnss. Location and legal description of lot to be built on: Lot Block Subdivision �y� Street and Number where work is to be done l �_) v� . ' �G State work to be done . and purpose of building (by floors)........ „„i; New Building Remodeling Addition Repairs No. of Stories.. To be constructed of Kind of foundation 1 pf Covering Estimated Total cost of improvements $. I �/ �"�-( Amount of Permit $. Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site o the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su• • • •. ctors, on be perfor under this permit, as are licensed by Miami Shores Village. � / Remarks... (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated a true. Permit No._______.!_! Date 2—/e2-- % _._ Read, Sworn to and Subscribed before me. and for no other purpose. to me well known, Disapproved `. +� ate. __..- -__ .._ � Notary Public, State of Florida (Signed) ....... .... ... fir.../ y � � B uilding ' I pector My Commission Expires PLANNI C BOARD DATE Chairman Member Member Member Member ...... Member �.._._._ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PLANNING BOARD AGENDA OF ‘101 , 1 1 44 ' ITEM NO. I Name of Owner /Applicant CsIJMS 64Nkx, Phone No. Address of Property, and /or Legal Description 911 . NS qb 67 Nature of Request APPR. PWAAS ' oR. 'E 't A pg. Present Zoning �►� �� Area of Present Building '$ Area with Proposed Addition 3 '6 I Parking Spaces Provided Parking Spaces Required with Addition 4 l Setbacks as per Code Setbacks Provided Variances /Exceptions /Zoning Change y{5 , AR-SA = 3,160 1'6 % z *14 $ m.wkti ot..s PROP45V) = 4-7 5 tP . Council Action Required 1 40 Date of Applicant Notification Planning Board Action bl iciricor Council Action aiami cJhores91llage F L 0 R 1 D A 114A Director of Building and Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 / r Date r7.2 Job Address / 73 NE. 96 Slr1P7L Tax Folio - ��-.'*J i f 3 ' — CJ[ '/. -i�) Legal Description Historically Designated: Yes No ff ✓ Master Permit # ,)9- .2 (J . 473 3 State # Lessee/Tenet V 4a //f2 Mlle Owner's Address Contracting Co. o C /13/I14a f 8ili/ j 6 Address /6x80 Nu/, AV 002-1/VP Fl, 33054 Qualifier VK (� r-(X c ss# Phone Cc( Q 72/O Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): WORK DESCRIPTION: Square Ft. Q l ? ,1 E:, 96 975'ee? Ex =Arid kea 32 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. 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. Furthermore, I authorize the above named contractor to do the work stat:d. � z:�CQ , , /(7„i, --- /Q . � Sig;ure of owner or C ondo President Date otary as to • wner an or Cond�P gent My Commission �9e BUILDING t My Commission DD150048 o f, Expires November 15, 2008 Phone (34s) S I -DA /J /ow Slope "nr eapSI Iciri7on. Wait Competency # Ins. Co. ELECTRICAL PLUMBING MECHANICAL ROOFING Estimated Cost (value)t) FEES: PERMIT C 7 �� RADON APPROVED: Zoning Building //) C J Signature of Contractor or Owner Buil .� r • at rte. D. to Notary as to Con a• or, or Owner tlllde M ISSION # DD 11081 My Commission pires q C.C.F t C7 0 NOTARY PES Nugust 18, 2006 tier I mu Notary Public tlndetwrilers Date ate BOND TOTAL DUE Q 6 a Electrical Mechanical Plumbing Structural Engineer Master Permit No. Process No. Contractor's Name � /�(C� x10, ��1 , i6 4 4 t Job Address 973 / C 6 Jr: ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Low Slope ❑ Asphaltic Shingles ❑ New Roof Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (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. J0 J2 - • - 18 ---- > 00AZI1 3191001AGE 17' 10 Metal Flashing at all Chan: a of P : l� :13: +1: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Re- Roofing ❑ Recovering ROOF SYSTEM INFORMATION t Repair ❑ Maintenance 10 l 5L 1 Florida Buildin! Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. i Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA') System Manufacturer. 679/ /0? Y' NOA No.: ( I � (/ 07 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Max Design Pressure, From the Specific NOA System: — 5 f' r Deck: Type: Pmax2: Pmax3: Gauge/Thickness: lope: Top Insulation Layer. Section C (Low Sloped Roof System) Anchor1Base sheet & No of Ply(sy 7 7 r ase /l e e(( a-72 Material: Insulation Base Layer. Base Insulation Size and Thickness: / Base Insulation Fastener/Bonding Material: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: 7701 Base Sheet(s) & No. of Ply(s): C�7�/./ <6/ Base Sh g Fastener /Bonding aterial: / Ply Sheet(s) .& No. of Ply(s): /9 C? S ? ' Ply Shegt FastenerBondin Material: �l�- L-X Top Ply: ( y = ' Top Ply F to r/ Bond'ng Mate al: Surfacing: Fastener Spacing for AnchorlBase Sheet Attachment Field: / " oc @ Lap, # Rows • ,g(0e (C? 4 "oc Perimeter.. " oc @ Lap, # Rows @ �" " oc Corner: t i " oc @ Lap, # Rows @ Number of Fasteners Per Insulation Board Field Corner _ Illustrate Components Noted and Details as placable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. L if {7 //te 2g-sY (?/9/- , �� l k'S/ . c / i `'C c i‘ j C , � ,L 9e , Parapet Heloht // Mean Roof Height Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: i ' Maximum Design Pressure r / (From the NOA Specific System): Method of tile attachment: Roof Slope: : 12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Deck Type: ype Underlayment: nsulation: Fire Barr r: Steep Sloped Roof System'bescription Ridge Ventilation? Mean Roof Height: �I astener Type & Spacing: dhesive Type: ype Cap Sheet: oof Covering: Type & Size Drip Edge: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E Tile Calculations For Moment based values from M r. If the choose r value Method the l for M with the valu the es values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" Not NOA Mr (p2: z X __ _-) '- Mg: _ Mr' NOA Mr �p 3: _ a X _ --) — Mg: = Mr3 t+ Method 2 "Simplified Tile Calculation Per Table BOA Mt Required Moment of Resistance (M From Table Below __ N M Required Moment Resistance 15541111111 15' 20' 38.0 �� 32.2 1111116E111M 30 ®_ 31.6 3 - 30.5 �a 26.4 28.2 30A ?AA , *Must be used in conjunction with a list al moment based tile systems endorsed by the Broward County Board of Rules and Ap For Uplift based tile systems use ethod 3. Compared the values for F' with the values for F. If the F' values a e greater than or equal to the F values, for each area of the roof, then the tile a achment method is acceptable. Method 3 " plift Based Tile Calculations Per RAS 127" NOA F' z 1: = iii _ ___) — W: : cos e: = Fri: NOA F' (Pt ' _ I : cos f1: = F,2: NOA F' (P z1: = w :__) —W: Z cos e: = Fr3= / Descri • tion Desigf Pressure My 'oofHei : Roof Slope A , , , : , is Multi • lier Restorin : Moment due to Gravi Attachment Resistance R., ' Moment Resistance Minimum Attachment Resistance R.. ' d U , lift Resistance Tile Dimensions Where to Obtain Information Where to find RAS 127 Table 1 or by an engineering analyse prepared by PE based on ASCE 7 Job Site Job Site S bol PI or P2 or P3 H e Mr M, F w 1= length w= width All calculations must be submitted to the Buildin: Official at the time of . rmit a y .lication. NOA NOA NOA Calculated NOA Calculated NOA NOA S � � MI_ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA_ (.::\1 Material Corporation 1361 Alps Road Wayne. NJ 07470 MIAMI -DADS COUNTY. Fi.ORJDA METRO -DADE FLAGLf.R fitJIIJiING 140 WEST FI.AG h:R S'1RF1 I.st :1Ti.: MIANII. FLORIDA 33130 -iS63 005) 375 -2 I'AN c 30ci l- t- _n(•r: Sco i :: Thi;tO.\ is being issued under the applicable rules and regulations governing the use of construction materials. Tie documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority I laving Jurisdiction (AHJ). This NO.\ shall not he valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) andior 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 a ceeptcd manner. the manufacturer will incur the expense of such testing and the AIIJ may immediately r•evcil.e. modify. or suspend the use of such product or material within their jurisdiction. BORA reserves the right t : revoke this acceptance. if it is determined by Miami -Dade County Product Control Division that this product or mat..rial fails to meet the requirements of the applicable building code. pr ::.!tt t is approved as described herein, and has been designed to comply with the I1igh Velocity 1 ►uric :rn:: , •f the Florida Building Code. DI• :scIZIl' l'iON: GAF Conventional Built-Up Roof System for Wood Deck. LABEi.ING: Each unit shall bear a permanent label with the manufacturer's name or logo. city, state and lot! ,'•'ing statement: "Miami -Dade County Product Control Approved ". unless otherwise noted herein. R!'\l : `•\ . 1.1, of this N O.\ shall be considered after a renewal application has been tiled and there has !'ern no i;.: in the applicable building code negatively affecting the performance of this product. TI.:12\11 N %TMO\ of this NO :\ will occur after the expiration date or if there has been a revision or change in the materials. we. and or manufacture of the product or process. Misuse of this NOA as an endorsement of any I;,r sales. advertising or any other purposes shall automatically terminate this NO. . Failure to eompl■ it!. any s:..tion of this NO.\ shall he cause for termination and removal of NOA. ,k l)\ 1:RTISEMENT: The NC).\ number preceded by the words Miami -Dade County. Florida. and t2,llowed by th : :.iration date may he displayed in advertising literature. if any portion of the NOA is displa: ed. t!r.:'. .call Ile :lone in its entirety. "f iON:.\ copy of this entire NOA shall be provided to the user by the manufacturer or its cli- lr'.'Irtor.. .! '•'e available for inspection at the job site at the request of the Building Official. : hi= \: • '. ,:onsists of pages 1 through 21. 11% - .•rb:nittecl documentation was reviewed by Frank Zuloaga. RRC NO.% No: 02- 0J11tt.U9 Expiration hale: 11/04/03 •\ppro' al Dale: 05;23:02 I':r:!c 1 •,I 21 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: BUR Deck Type: Wood ,Maximum Design Pressure -75 psf Fire Classification: See General Limitation 141 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Prod uct ' ;. \1' Asphalt Concrete 'rimer ( \[atrixT` 307 P1 itner) (;.WF Mineral Shield* Granules : \\'uatherC'oat.k. 1 :nlulsion (\IatrixTM i'::∎' red 305 Emulsion) Premium Fibcred \!an:inum Roof Coating latri System Pro '.l::n'inum Roof Coating ;'il.;red 30l ) :. \i' .l,;lblack All Weather Plastic Cement lalrixT`t Standard Wet.1)ry Roof Cement =' I'::'l :1:t'lUft. Modified :::ttenen Flashing '.:ment .,ahlaek Premium I'1aI+;n,+ Cement :.'.i'; ;I.. \S :!8() Gltima 11.: se Sheet ;.\I: : ;1.. \s Flex PlyT• 6 Dimensions 5. 55 gallons 60 lb. bags 5 gallons I. 5 gallons 1. 5 gallons 5 gallons 5 gallons 39.3 7 (1 meter) wide 39. 37" (1 meter) wide 39.37 (1 meter) wide Test Specification ASTNI 1) 4601 ASTI\I D1601 ASTNI D 2178 Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield* Granules shall he used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced root;. ASTNI I) 2824 Fibcred aluminum coating. AST:\[ D 3019 Relined asphalt blended %tith a mineral ASTNI D 3409 stabilizer and fibers. Permits adhesion to wyet and dry surfaces. .ASTM D 4586 Fiber reinforced. polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement Asphalt impregnated and coated glass ni.,t base sheet. Asphalt impregnated and coated. fiberglass base sheet 'Type VI asphalt impregnated glass ''elt with asphalt coating. NO. No: u2- I411HA1 b :Spinttion Date: 11/0-1103 :Approval Date: 05;23/112 Page 2 of 21 EVIDENCE SUBMITTED: Factory . \Iutual Re Corporation I actor.. Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation I'actor). Mutual Research Corporation 1)ynateeh Engineering ( 'caporal ion 1)vnate. h linginecrine Co)pora l ion PRI Avila It 'I':chnoloeies. Inc. I'RI Asphalt ' fec hnr,l oe ies. Inc. 11:'1' of S. Fl. 1I:"I' of S. Fl. Test Aeencv Test Identifier FMRC 1996 J.I. 2B8A4. AM J.I. 3B9Q1.AM J.I. OD0 A8. AM J.I. OD 1 A8. AMt .1.1. 0 Y9Q5. Aral .i.i. 3N3A2.AM .1.1. 0V9Q5.AMI j 3600.02.95 -1 /: 4482.02.95 -1 C *AF- 012 -02 -02 c ;. l 020 -02 -01 • 02 -005 02 -014 Description Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FN RC 4470 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 Physical Properties .STN I I) 4977 TAS 114 TAS 114 Date 01.01.96 07.02.07 01.08.98 07.09.99 (17.29.94 04.01.98 08.02.94 07.29.94 02.02.95 02.02.95 1 1.06.01 02.0 I.02 O l .18.02 03.22.02 NOA No: 02 -94'14.0O Expiration hate: 1111)4/03 Approval Date: (15.'2102 l'age 9 or 21 • Deck Type 1: Wood. Non- insulated New Construction or Reroof Deck Description: / 3 2 " or greater plywood or wood plank decks System Type £ (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS 480 UltimaTM Base Sheet. STRATIVENTA. Eliminator Perforated \ailable. RL'RFROID Modified Base Sheet, RUBEROID•>{. 20, RUl3J RI )f7) SBS ITeat- WeldTM Smooth or RI.iBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below: Fastening Options: (i.\F(iI..AS Ply 4R, GAFGLAS Flex PlvTM 6, GAFGLAS 475 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maxinu:m Design Pressure —45 psf. See General Limitation #7) (; .\FGI..AS* Ply :1 . GAFGLAS Flex PlyTm 6. GAFGLAS 4175 Base Sheet or any of above Base sheets attached to leek with Drill -Tee (GAFTITE) 4 12 or 1:14 Screws and 3" Plates. 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 117) G.\i(ii.:\S Flex PIyTh 6. GAFGLAS 475 Base Sheet or any of above i3ase sheets attached to deck with approved annular rine shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two roes 9" o.e. in the field. (Maximum Design Pressure —52.5 psf, See General Lin:itation #7) G.\NGi.:\S :/75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTITE) 1 12 or g14 Screws and 3" Plates. 12" o.e. in 4 roes. One row is in the 2" side lap. The other rows are equally spaced approximatel■ 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psi. See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAFTITE) insulation plates at a fastener spacing of 9" o.e. at the 4" lap staggered in two rows 9" in the field. (.1 /ax-in:um Design Pressure —60 psf. See General Limitation #7) GAFGLAS 1 75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTITE) U12 or 41 1 Screws and 3" Plates. 3" o.c. in 4 ro:.s. 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 psi See General Limitation #7) One or more plies of GAFGLAS R PLY 4A, GAFGLAS4• PLY Go ply sheet. •St) I'Itima. RI'BEROID MOP Smooth or R[BEROID 20 adhcr_d in a fig!! mopping of approved asphalt applied within the EVT range and at a rate .•f 20- 40 l bs.:sq. (l )ptional) ( )ne ply ofGAFGL. \S R Mineral Surfaced Cap Sheet adher..i in a full mopping of approved asphalt applied within the EVT range and at a ;ate of 20 -40 lbs. sq. Ply Sheet: ('ap Nlnct: `O.% No: 02-1140t1.09 W Expiration i:atr: 1 1.0.1'03 Approval Date. 115.'23102 l'agt I R of 21 • Surfacing: Mla imutn Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COATI Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.: or GAY Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal./sq. 2, Asphalt flood coat at an application rate of 60 lbs. /sq.:= 20°0; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs.:'sq.. respectively. 3. Top Coat Surface Seal SR (Matrix 602 SB Coating). Top ('oat MB Plus (Matrix 715 NB Coating). OAF R'eatherCote or \Veathcr(ote L.OW -\'U(' applied at rate of 1 -1.5 gal'sq. \O.\ No: 02.0400.09 Expiration Dale: 11/04/03 :Approval Date: 05/23/02 Page 19 or 21 I • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' J Dens Deck or ' : Type X gypsum board is acceptable to be installed directly over the wood deck. CI•:Ni•:ttAi.. LIMITATIONS: I. Dire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. '. insulation may he 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 . \II standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt..panel size shall he 4' x 4' maximum. -I. An overlay and'or recovery hoard insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt. 12" diameter circles. 24" o.c.: or strip mopped 8" ribbons in three rows. one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. .\ ti" break shall he placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs..'sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 1h1.. as tested in compliance with Testing Application Standard TAS 105. if' the fastener value. as field- tested. arc below 275 IbI: insulation attachment shall not he acceptable. I'astener spacin_ for mechanical attachment of anehor.'base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed w ii;un a specific system. Should the fastener resistance be less than that required, as determined by the I tuildine Official. a revised fastener spacing. prepared, signed and sealed by a Florida Reeisterecl 1 Architect. or Registered Roof Consultant may he submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS !i15 and calculations in compliance with Roofing Application Standard RAS 117. I'.rimeter and corner areas shall comply with the enhanced uplift pressure requirements or these areas. Fastener densities shall be increased for both insulation and base sheet as cal :ulated in eompliancc with Routine Application Standard RAS 117. (When this limitation is spe.;ilieall referred within this NO.k, General Limitation #9 will not be applicable.) All attachment and sizing of perimeter nailers, metal profile. and or flashing termination desis'ns shall confiirm with Roofing Application Standard RAS 1 1 1 and applicable wind load requirements. The maximum desi__ned pressure limitation listed shall he applicable to all roof pressure zones ii.e field, perimeters. and corners). Neither rational analysis. nor extrapolation shall he permitted for enilianced lastenin_e 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 he applicable.) END OF THIS ACCEPTANCE XO.% N0: .1f.jng u Expiration Dale: 11.1)4.113 .%pproval Dale: 05, 21..02 Paige ?I 0.21 • • ROOF COVERING MATERIALS (TEYT) Roofing Systems (FGFU) Continued . ISO Premium Base Sheet may be used in any of the following s y " 1111tar Ply 6" is a suitable alternate to "GAFglas Ply 6 ". '• 'Ptrrm alite Recover Board" may be used in lieu of any perlite nstiladon in any of the following NC Classifications. C1assA,B and C membranes. H asphalt, for use with organic and glass felts or modified bitumen "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of 'Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Cl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fibe r, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. - • Ply Sheet: • Three or more layers Type Cl "GAFGLAS Ply 4" or • "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheer'. 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. MAX. Ply Sheet Two or more layers Type GI "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap 4. Diela,NC Incline: 1/2 Iitiiilation . One or two layers "Isotherm R ", 4 in. max, hot mopped. �tSheet Any UL Classified gravel surfaced Class A asphalt glass fiber 5. :DeeI system. /32 • Incline: 1 Slip-Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 "GAFGLAS N75 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type Cl "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". CO Sheet One layer of Type G-3 "GAFGLAS Mineral Surfaced Cap �• Dick NC Incline: 3 Sitie.Sheet One layer of type G2 "GAFGLAS #75 Base Sheet ". PI "Sheet One or more layers of Type GI "GAFGLAS Ply 4" or Ply 6 ". Ca Sheet One layer of Type G-3 "GAFGLAS Mineral Surfaced Cap • Dedo C -15/32 Incline:: 2 Iititt!ietion One or more layers perlite, glass fiber, isocyanurate, ure- •tliirit; perlite/isocyanurate composite, perlite /urethane composite, phe- . riOlk,1.0 In. min (offset from plywood joints 6 in.). '.>Bii!Sheett One or more layers of Type CI, G2 or G3. '' MInhue: One or more layers of "Ruberoid Torch" (smooth or i k). "Ruberoid'Ibrdt Plus" (granule), "Ruberoid Mop" (smooth or or "Ruberoid Mop Plus" (granule): • "Sheet • "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 1e�1ti.G1S /32 i • • Incline: 2 wawa (Optional) 'One or more layers perlite, wood fibezr ass ' Pe /�tyantaate composite,. pee/ ); la°c7'anurate composite, phezno any J! IWo or more layers of Type G2 or G3. 0. 4,j1: • (moo Dt One or more layers bf Type G1:•. ' 'n of "Ruberoid Torch " (smooth or � (mule), "Ruberoid Mop" (smooth or ... MoP (granule).!' 2. 3. • 4. • • 5. ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mapped, Class B 1. Deck C - 15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type Cl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A . Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type Cl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A . Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers of Type Cl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1-1/2 gal/sq. Deck NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type Cl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal/sq.. Deck NC Incline•. 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped: Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. • I Deck NC Incline: 2 • 1 ;` - Insulation (Optional): Isocyanurate, perlite, isocyanurate/composiY wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet One ply Type GI or C2, mechanically fastened or hot 'm .gly Sheet One or more plies Type Gl or G2, adhered with hot roofing Surfat "GAF Premium Frbghld Aluminum Roof Coating", 1•1/1 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. Dedu NC Incline: l v: 1'tsaulation (Optional): Perlite, glass &et polyisocyanurate, wood fiber, I mechanically fastened, any thi • 173 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR RUUFADi CONSIDERATIONS 1524.1 As it pertains to this section, 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 section.. The provisions of Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. ?C, 1 u 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) issues 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. /c IVY° 2. Renailing Wood Decks: When replacing roofing, the existing wood roof''deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 1•• 3. 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 work to be performed. 4. Exposed Ceilings: 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 penetrations of the underside of the decking may not be acceptable. The Florida Building Code 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. K 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 overflow scuppers in accordance "with the Florida Building Code, Plumbing. +° 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 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's /Agent's Signature CA DOCCJIC- PosOLOCALS-IQemy\SECTION Is :LA.K / 1 / (3 / D 2 Date Contractor's Signatur