Loading...
828 NE 99 StPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date G,J Job Address 24 /(/ 9 9.. r Tax Folio Legal Description 64)t r 0.0. 44 7 fie-7-2" Historically Designated: Yes No / y1 Sro J3 s 3 Owner 4igi /Tenant Master Permit # Owner's Address X /j/ g" R ? Phone g ei 7 s'7" aZ,? Contracting Co. EX DQ z - r � L 0/ Address 2 / /v6" 9/ J? /4174 V/27/ Qualifier 7 i i RC / SS# / ? Phone lcs'_ 2J2-- /7--c/7 State # 72,6 6 S3,O/ M 'cipal # Competency # (C INC Ins. Co. l/`l Architect/Engineer Al Address Bonding Company /14 Address Mortgagor /(//, Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL 1' OOF 1 PAVING FENCE SIGN ‘ ii2-4tA- vet-eoll-6tm. i 7,-,7- /2 A :24 C d, WORK DESCRIPTION Square Ft. Signature of owner and/or Con 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 th4 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 contracto to do the work stated. o President Date otary as to Owner and/or Condo President / Date My Conunission Ex.ir ,;,,,, STEVE P. GORY , MY COMMISSION # CC 865151 EXPIRES: August 22, 2003 •". Bonded Thru Notary 7 •1s`�•' Pub lic Undenrriteis �' oc h °•�'• _�• —^ FEES: PERMIT RADON Estimated Cost (value) C.C.F. � - D NOTARY Signa ; '. 1 actor or wner- Builder 1 ate, Notary as to Contractor or O • er- Builder Date My Commission Expires: '4 = STEVE P. GORY MY COMMISSION # CC 865151 • p/ EXPIRES: August 22, 2003 'FjiF 4° Bonded Thru Notary Public Undetwdters —0 BOND3©L TOTAL DUE APPROVED: J *J Zoning Building Electrical Mechanical Plumbing Engineering re ailed Owner's/Agent's Signature Signature 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the rooing 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 the minimum requirements and standards of the industry for roofing system installations. Additionally, the followin items should be addressed as part of the agreement between the owner and the contractor. Thet►wry s initial in the adjacent box indicates that the item has been explained. ,.) 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of p� o iding 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 iss � s su as color or architectural appearance, that are not part of a zoning code, should be addressed as .a rt . he agreement between the owner and the contractor. 2. ' nailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually ed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between eighborin nits (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing co trac : r 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 an 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 tion maintaining this appearance. .. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and y cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural dis• ess and may require the review of a professional structural engineer. Ponding may shorten the life e. .ectancy and performance of the new roofing system. Ponding conditions may not be evident until t original roofing system is removed. Ponding conditions should be corrected. �r. .T e 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not rloaded 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 c pers ' accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the i error 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 ice life of the roof. ctor's nature Contractor's Name: . 1 i ' ' t - 4 ` " R e r f J ( / & P i M A- Job Address: g‘ / ? ' J CAP 9 7v O i Z/ ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof 1 Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft S -04 Sloped Roof Area (ft Total (ft Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Dw details as needed) G AF 'LH a7 (,� 2 Ft. A Deck type: / cf 6 ATTACHMENT Fastener Type: 6 , WC,/ SPACING Field: 6 / L Perimeter: Corner. W 2 ) Cr ►p ROOF PLAN 129.01-79 9818 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 M2AN }MIGHT Deck type: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? Underlayment: Insulation: 12" ROOD 9LOPB D E T A I L 9 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: Roof s TILE CALCULATIONS (Pmaxl: x ?1 (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: x X (Aerodynamic Multiplier): ) - M: = M PCA: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) 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 a • Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 Approved: 1 1/04/97 Intarnat mini' Address: oostmasler( buildingcodeonllne.com METROPOLITAN 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) 375-2908 PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Conventional Built -Up Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynateclr Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -40 and the standard conditions on page 41. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office 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. PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 aul Rodriguez Product Control Supervisor THIS 1S THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Flori under the conditions set forth abo \jr Charles Danger, P.E. �+ cc ctor ding Code Compliance Dept. ropolitan Dade County I - J 071 rS aTi,J Homepage: http : / /www.bulldIngcodeonlIne.com •: 'Applicant: 'GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 41 Approval Date: Product Control No: 97- 0804.21 Product Control No.: 97- 0804.21 November 4, 1997 Expiration Date: November 4, 2000 Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Conventional Sub -Type: Fiberglass System Description GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in •tl,e current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1-800-ROOF-411. ran Zuloaga, Roofing Product Control Examiner Insulation Types: Material \Vood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard • High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure 75psf Maximum Fire Classification Classification Class 'A' Page 3 of 41 Product Control No: 97- 0804.21 Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. ga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jctblack Premium Flashing Cement GAFGLAS ® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS PIy 6® GAFGLAS Flex PIyTM 6 GAFGLAS PIy 4® TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification Product Control No: 97-0804.21 Product Description 5, 55 gallons ASTM D 41 Asphalt concrete prirner used to promote adhesion of asphalt in built -up roofing. 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll 5 sq. roll ASTM D 3019 ASTM D 3409 ASTM D 4586 Fiber reinforced. polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base street ASTN1 D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt oath.._- Page 4 of 41 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. oo ing Product Contro Product GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet • 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN GAFTEMP® Composite Test Dimensions Specification 76 Ib. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. 60 Ib. roll various 69 Ib. roll various various various various various various various ASTM D 4897 D 3672 ASTM D 489 D 3672 Page 5 of 41 Product Control No: 97- 0804.21 Product Description 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. Fiber glass base sheet impregnated and 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 II, UL Type modified base street G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Puiyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation with high density fiberboard or Perrnalite perlite insul .0t1 Roofing Product Control xam Product Tapered GAFTEMP® Composite GAFTEMP®• : ! ' Composite A Tapered GAFTEMP® Composite A GAF Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GAFTEMP® Permalite® GAFTEMP Recover Board GAFTEMP® High Dcnsity Fiberboard GAFTITE® #I2 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP Dimensions • various various various various various • various various '• 1/2" thick various • Test Specification PA 110 . 'PA110s PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Page 6 of 41 Product Control No: 97- 0804.21 Product Description Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Polyisocyanurate foam insulation with high density fiberboard or Pennalite perlite insulation. Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Polyisocyanurate foam insulation with high density fiberboard or Pennalite perlite insulation. Tapered Polyisocyanurate foatn insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Perlite recover board High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre- assembled GAFTITE Fasteners and metal and plastic plates. oofing Product Contro GAFTITE® Base Sheet Fastener and Plate Galvalume Plates • 3" and 3 'A" Product NTB Fasteners Polypropylene Plates Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® MOP PLUS RUBEROIDA MOP I70FR RUBEROID® MOP FR ' Test Dimensions Specification 3" and 3 '/" 1.5 sq. roll 95 lbs. 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. PA 114 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Page 7 of 4 I Product Control No: 97 0804.21 Product Description Base sheet fastening assembly. • PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 Non -woven polystcr mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 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. oozing Product Control Examiner RUBEROID® TORCH PLUS RUBEROID® TORCH FR ; •rc • GAF Aluminum Emulsion GAF Built -Up Roofing Asphalt • Product RUBEROID® 30 RUBEROID® 30 FR RUBEROID. ULTRACLAD® SBS Vent Stacks (metal and plastic) RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. ' Test ;Dimensions Specification 'h sq. roll 93 lbs. 'h sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Isq. roll 101 lbs. 5 gallons GAF Aluminum Roof 5 gallons Paint 100 Ib. cartons, bulk RUBEROID MOD 60 Ib. kegs Asphalt ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 • • ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 ASTrN1 D 5147 AST`1 D2824, Type 1 Page 8 of 41 Product Control No: 97 0804.21 Product Description Heavy duty, polyester reinforced, • asphalt modified bitumen membrane, granule surface 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. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. None Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof ASTM D312, Interply mopping and surfacing asphalt Types 1, 11, III and IV SEBS modified asphalt Roofing Product Control Examiner Test Product' Dimensions Specification RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P GAFTEMP Various Composite A GAFTEMP Tapered Various Composite A GAFTEMP Various Composite N GAFTEMP Tapered Various Composite N GAFTEMP Tapered Various Isotherm R GAFTEMP Tapered Various Isotherm RA GAFTEMP Tapercd Various Isotherm RN GAFTEMP Various GAFCANTT"' GAFTEMP Various GAFEDGE Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTEMP Recover Board Shingle- Mate Underlayment Various 1/2" thick, Various sizes 4 sq. roll 30 lbs. PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Product Description SEBS modified asphalt SEBS modified asphalt Polyisocyanurate /wood fiberboard composite Tapered Polyisocyanurate /wood fiberboard composite Polyisocyanurate /wood fiberboard composite Tapered Polyisocyanurate /wood fiberboard composite Tapered polyisocyanurate foam Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Tapered perlite board PA 110 Perlite board Page 9 of 41 Product Control No: 97- 0804.21 Fiberglass reinforced shingle underlayment 4, Fr Roofing Product Control Examiner ' .Test Product Product '• ; : Dimensions Specification Description GAFTITEO ASAP. '500 per box .• PA 114 Pre-assembled fastener and metal and plastic plates Page 10 of 4 I Product Control No: 97 oaga, Roofing Product Control Examiner Pyrox TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions Specification ACFoam 1 : Anchorbond Fastener Page 11 of 41 Product '. Description Product Control No: 97- 0804.21 Manufacturer various PA 110 Polyisocyanurate foam Apache Products Co. insulation (with current PCA) various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) ACFoam 11 various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) 1-ly -Therm Nail -line various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm SP various PA 110 Polyisocyanurate foam Celotex Corp. insulation. (with current PCA) Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy - Therm Stable R various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation (with current PCA) PA 114 Insulation fastening Celotex Corp. assembly (with current PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Construction #14 and concrete decks Fasteners Inc. (with current PCA) Dekfast Hex Plate 2 7/8" x PA 114 Galvalurne hex stress plate. Construction 3 1/4" Fasteners Inc. (with current PCA) Roofing Product Control Examiner Test Dimensions Specification Description Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) . Dekfast Fasteners PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. # 14 „ I (with current PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Construction #12 and wood decks. Fasteners Inc. (with current PCA) ISO 95+ Composite PA 110 Polyisocyanuratc / perlitc Firestone ridged insulation (with current PCA) Asphalt ASTM D 312 Type 111 or IV Hot asphlat generic bitumin adhesive Asphalt Primer ASTM D 41 Asphalt Primer generic EPS . various PA 110 Extruded polystyrene generic insulation Fligli Density Wood various PA 110 \Vood fiber insulation board generic Fiberboard Petite /Urethane • various PA 110 Perlite / urethane composite generic Composite board insulation Perlite insulation various Polyethylene 4 mil min. Red Rosin various Roofing Nails Minimum # 12 PA 110 PA 114 Perlite insulation board Vapor barrier / Air barrier kosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Page 12 of 41 Product Control No: 97- 0804.21 Manufacturer generic generic generic generic aga, Roofing Product Control Examiner Tin Caps Test . Product Product ; Dimensions Specification Description MB aluminum roof PA 121 Aluminum roof coating Grundy industries coating (with current PCA) Dens -Deck '' various • PA 110 Gypsum insulation board. Georgia Pacific '1 , ' (with current PCA) #I2 Roofgrip PA 114 insulation fastener for steel ITW Buildex or wood decks (with current PCA) #I4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate 3" round Olympic Standard 3" round Min. 32 ga. x Corrosion resistant circular generic 1'1," discs. PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks (with current PCA) PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 114 3" round galvalume AZ55 steel plate Page 13 of 41 Product Control No: 97- 0804.21 Manufacturer ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) 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 Manufacturing Group, Inc. (with current PCA) Roofing Product Control Examine Test i' Product Product ." Dimensions' Specification' .h- l'Description Manufacturer Olympic Fastener #14 Olympic 3.25" round PA 114 Polypropylene Olympic Polypropylene , plastic plate Manufacturing . , ) Group, Inc. (with current PCA) Olympic Fastener #12 . Olympic Fastener ASAP Olympic CR Base PA 114 Insulation fastener Olympic Felt . Fastener and assembly for Base Sheet Manufacturing Base Sheet Disc fastening only Group, Inc. (with current PCA) GlasFast Fastener PA 114 PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) PA 114 Pre - assembled Insulation Olympic fastener and plate Manufacturing Group, Inc. (with current PCA) Insulation fastener assembly with rezessed plastic plate Paroc Base Board various PA 110 Rockwool insulation Paroc Cap Board various PA 110 Rockwool insulation Multi -Max various PA 110 Polyisocyanurate foam insulation Multi - Max FA various PA 110 Polyisocyanurate foam insulation Page 14 of 41 Product Control No: 97- 0804.21 Owens Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Rmax, Inc. (with current PCA) Rmax, Inc. (with current PCA) Roofing Product Control Examiner Test ; Product Product ' Dimensions . Specification Description UltraGard Insul -Fixx Fastener Insul -Fixx P 3" round PA 114 3" round polyethylene SFS /Stadler stress plate (with current PCA) Rawl Fasteners #12 Rawl Fasteners #I4 various PA 110 Polyisocyanurate foam Schuller insulation International Inc. (with current PCA) PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) PA 114 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete Rawl 2" Plate 2" round PA 114 2" round galvalume AZ55 membrane plate Rawl 3" Plate 3" round PA 114 3" round galvalume AZ55 steel plate Rawlite 3" Plate 3" round PA 114 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Super Prep 11 PA 121 Roof coating • Tru -Fast DL PA 114 Insulation fastener for steel. or wood Tru -Fast Plastic 3.04" round PA 114 3.04" round polyethylene Tru -Fast Plate plastic plate (with current PCA) Page 15 of 41 Product Control No: 97- 0804.21 Manufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thermo - Materials, Inc. (with current PCA) Tru -Fast (with current PCA) oaga, Roofing Product Control Examiner Test Product - Dimensions Specification Tru -Fast MP -3 '• Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck rir . 3.23" round PA 114 3.23" round galvalume AZ50 steel plate various PA 114 Product Description Insulation fastener for use in wood, steel or concrete decks PA 114 Stainless Steel fastener for use in steel, wood and concrete decks PA 114 Insulation fastener for use in steel or wood decks PA 114 Insulation fastener for use in steel or wood decks PA 110 High density wood fiber Page 16 of 41 Product Control No: 97- 0804.21 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) • Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber Industries (with current PCA) Roofing Product Control Examiner Tcst Name Re ' ort Date Agency /Identifier Factory Mutual Research Corporation Current Insulation Attachtnent Requirements FMRC 1996 01.01.96 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1. OT4A1.AM 08.26.92 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1. I V8A4.AM 06.28.93 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1. IRIA6.AM 11.15.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1. 0T2Q4.AM 10.17.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1. 0Q6A6.AM 07.16.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1.3X3A2.AM 08.02.94 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 1.1. 0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift, FMRC 4470 - PA 114 J.1. 1B9A8.A`I Underwriters Laboratories, Inc. Fire Resistance Classification UL 790 - PA 114 R1306, 87NK1 1819 01.01.93 Dynatech Engineering Corporation Wind Uplift PA 114 , #3600.02.95 -1 02.02.95 Dynatech Engineering Corporation Wind Uplift PA 114 ■ #4482.02.95 -1 02.02.95 TEST REPORTS Product Control No: 97- 0804.21 Page 17 of 41 ga, Roofing Product Control Examiner Deck Type 1: Deck Description: System Type A(2): Base Sheet: Ply Sheet: • Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated New Construction or Reroof 19 /" or greater plywood or wood plank decks Base sheet mechanically fastened. : All General and System Limitations shall apply. -45 psi. (See General Limitation #7) Product Control No: 97- 0804.21 GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 40, GAFGLAS® PLY 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 I ' / 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. Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS 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.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (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. 'A'. See General Limitation #2. 6 ":12 "; See General Limitation #3. 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 -CIP6, 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 Page 21 of 41 ga, Roofing Product Control Examiner 1 I Wood Deck System Limitations: F astener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto-Dade County Protocol PA 105. If F' as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 1 • 2,, All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of Ibf. as tested in compliance with Merto-Dade County Protocol PA 105 & Roo tng Application Standard PA 117. if the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex Ply 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. '/ :.Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37 of 41 Product Control No: 97- 0804.21 u oaga, Roofing Product Control Examiner GENE1tAL LIMITATIONS .I I r.; • A!I asphalt shall comply with ASTh1 D 312 ty1 d 111 or type approved by applicant. Page 38 of , 1! 1 `' 'Preiduct No: 97-0804.21 r V 'rc and 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Rooting Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of South Florida Building Code. 3 Maximum slope range shall vary for each system; consult . current Underwritcrs Laboratories Roofing Materials Directory and manufacturer's• specifications for compliance with design criteria for each project. 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, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may 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 ti 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: -,'rrt attached systems shall Ire limited to a maximum design pressure of -45 psf. Where ;r'r•::A'TAV[NT Perforated is used over ajrprbvcd isocyanurate foam insulation, the maximum design pressure is limited lu -- 60psf. 5 All work shall be performed by a contractor licensed to du pooling work in Metro County. Contractor shall be familiar with the details and, specifications published by the manufacturer, and the requirements of the SFI3C. 6 Tli.: submission of system specifications and details shall accompany the Section 11 Building Code Permit. 1itis information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these doc'rments, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. i.rink Zuioaga, Roofing Product Control Examiner Product Control No: 97- 0804.21 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 Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination .'designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind Toad requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. I 1 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, arc below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be hi compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. I3 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 - lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or hdhesive, which shall comply with provision of Roofing Application Standard PA 117. Page39of4 Roofing Product Control xani Product Control No: 97- 0804.21 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 Iu re- covcry/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro - Dade County Protocol I'A 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida 1uilding Code to the design pressure of the roof. ! 6 In rc- rooting applications, moisture content in an existing roof trust be in compliance with S :. 3101.10(m), (n) oldie South Florida Building Code. 17 Roll good materials shall be stored on end and onva clean, flat and dry . surface. 13 If required, any Factory Mutual Approved vapor harrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each rooting assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3.101.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 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 117 will not be applicable.) Page 40 ofd I ..0 oaga. Roofing Product Control Examiner Product Control No: 97- 0804.21 GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.21 1361 Alps Road APPROVED : November 4, 1997 Wayne, NJ 07470 EXPIRES : November 4, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 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. 1 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -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 Metro -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, shall 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 41 END OF THIS ACCEPTANCE Page 41 of 41 oaga, Roofing Product Control Examiner • !Mr oittio n •r V■11MA1e COnr 33 i r Slat lap - - Dace Sloe! Isle below) Mailable Deck Sheathing Paper 111 required) I Approximate Weight per Square cArG1nS Ply Materials Sheathing paper (1 ply, if required) Base Sheet GAFGLAS fly (3 plies) GAF Materials Corporation (Hoofing Asphalt Intel lilies Cap Street (I pl • CAFGLAS® Specifications N- B- 5 -M /P6 and N -B -5 -M Pooling — Asphalt r Side lap GnielAS Mineral Surlaced Cap Sheet Murllf, .South, anfl West Zones tlailable decks up to 6 inches per fool slop:. except fur IihIIllWCiUhi insulaliuU c')I C Cte deck'; which are limited to a maximum slope nl 1" !err lout. 'Mod. ply':iota', Slnrcheal wood fiber, acceptable precast nailatde dicks. poured gypsum. Fur Iigllhrn;i(Pub insulating Concrete. see page 9. 220-275 lbs. Specifications General resign a::d Application Gon3idelali0li; rl "i in this :Ltd 1pirj :n a :ltbhun in the (attuning reCOlnnlrndalr art! 31 : Application of Pooling Membrane ,. Starting at the lu' punt ul tl;e r uu1 , lay one Hay of [lase Shoot. lapping ea0! ; .let 2 inLkes at dyes and not less Ilan 0 h:dhos at end laps. flail along tap ,•,5e pry at intervals not to excecU 9 inches and st :Iggcr -n; dorm center of st 001 in two rows with nails spaced at 13 irtLh intervais :n each ;ow. Use las- :•ere w:1 i aiteJral metal (reads at bast 1 inch ill diartintor or square that ar- 1.: :Corn :entlet1 h./ GAF Materials Colt;01aliun ■l rho deck n:,aii;:'1 .!ure1. (S: •?;:oval instructions below.) 2. Sim tiny at Ile :ow point of the roof, map IIIr00 olio; of GAFGL Ply shingle ;astriun; lappi :c each sheet 20 7. !itches over the preceding sheet: solidi mop- lo the underlying base sheet to provide four ;dies over the entire roof area. Asphalt Requirements : :2L'pii:US :'l ilou!i'IO ,1. ,.:It :nu;t , ,,- '1 ' i it a _, ! ,tl3 Inh and lllil;;� t,inalely 25 i ot!rltl; I0' 11.1 Il':l,lrea : :Ith — fool - - - -- — Asphalt Type Slope per 3 — -- -- -- --- --- -- -- - — - — —. a tolerance not to exceed 20'l0 plus or minus. The appr opt iale aspi:71t `ur the slopes involved must be used. On slopes up to '/, inch per fool. Flat ASIM type 11 may be used e3-:apt in florida, texas, New Mexico. Arizona, and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with 11.e application instructions on page 20, so that the laps are offset from UIe laps ul the ply sheets. Special Instructions 1. See icconunendatinn for use over gypsum Reeks on page 9. 2. Acre)plable Base Sheets include. STftATA:'EN F' Nadahte. ;3AFG! A; 415 Base Sheet. RUBE1101U' Modified Banc Sheet, GAFGLAS' PL' T. h'!y .1. 3. If GAFGLAS PLY -I or GAFGLAS rt.'r GIs Ilse,' as nI Sh w:lulal'r1 0' 1101 (ICI:k a Shr•,r■Iiilly paper is n:quir:• :I. '1 Over freshly poured yyl!;UIIr an,l Iig111'.vciy! 1 in ;111111 y C 1..; ie'.ks. S I ih1TAVr J 1 (Vent Ply) tar tLiilable Becks is requirr;.l, sC1' ;:;:I;e 3. 5 Fur applications aver ligl :l':;ei9!11 insulating concrete de: k5. soe u ";e 9 G. Fur "Nailing of Base Sheet,.. sir. page 19. 7. Fur lout slopes of 1 inLlr per loot ur more, all Ode:: 1110 be hack Patton , inches in from the Icll CrlrJP See "Inslallaliun on Sheep Roofs. rays 10. , UL Classification A i B UL Class UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Woud planks, boarUS, etc , plywood ;min. "1i' inch thickness), oriented strand hoard (Irvin. '1• inch Ilur•'aheSS). 1 0 = tlonCmnhllslIt NineninbUshhle = Gteei ;lo:Ilril or IuCCacl ,:bnchual cunrrIl', byl,t:' :iglu u:,ol.Yilly rd:C;CIC. a;i''ulr, s:;;Ir1U i.vourl l'101. Inc. ! 2. Slope ,i'a t l- Fort lit SpecilicatiOn Substrate C Slope ' 2 3' 3 'l Guarantees Available ._._-___..- . -- Liberty Guarantees ;r. ;!•t Curr•et, •:eo ; c)VERiNG MATERIALS (TEVT) ' (TGFU)— Cunliatred •ty•iso Special' with "I'uly;nam 251" or "Polyfoam applications "Gacoflee UR- 7050 ", applied at 1 :lee applications, applied 1 -1 /6 gal /sq /application . 65" Series (various colors) applied 1 gal /sq (12 incline: 1/2 .1y-Isu Special" with "Polyfoam 251" or "Polyfoam • applications "Gacoflex 11 7050 ", applied at 1 •tee applications, apr•'i,.d 1 - 1/4 gal /sq /aPplicatiurr •••60" Series (various colors), applied 1 gal, /sq (15 inclIre: 2 , iso Special' with "I'ulyfu ;m 251" or "Polyfoam 'err" .applied at 1 gal /sq ( it) dry mils). •••UO ", applied at 1 gal /sq (10 dry rails). incline: 1 " Polyfuam 303 ", any thickness. -- Shield 7007 ", 40 dry units. ladle :e: 2 -1/2 any thickness. 5211 ", 1 -1/2 gal (14 lily mils). 6200" series (various colors), 1 -1/2 gal /sq (14 R1306 (N) NJ 0 74 70 '1) Modified Base Sireel" may be utilized as are .•ts in any of the I'l!uwin.3 Classifications. hoard or 1/4 in. thick (min) Georgia- Pacific Ill may he used in any existing noncombustible :is is done, tire resulting rording system is •stihle (15/32 in. nun) rouf decks. The joints in •vent board are offset 6 in. wine the joints in the • the roof system, it must he placed Lelu:v the iEM1S V11T11 HOf ROOFING ASPHALT base sheet ( "GAFGLAS ql!, Base Sheet ") is a asphalt glass fiber ply sheet ( "GAFGI AS Ply 4" or A, B or C roof systur•, imiarate l below. o•,e:ell •.vith a iypc G2 asphalt glass mat base ,:'/ent-Ply) perforalccr" "! ;AIGl.i•S Strat,t':enl rerr,'iated to be r: 1 mid nailahle to be ;lass root base sheet ; i' 1,i,1; 415 i3ase Sheet" 111,1 he sllhstilrltr. l:r :t t`Gsf,;LAS Ply 4" ur "GAF1;LAS Pty 6 ") as the be ;oi'•f 'mapped, rr.•t ;nu; ped cr mechar,icalty I insolatians may be but moved ur mechanically :id" roo, be used For fiashinr; in ally of the Class . tors includes "G, \FTErsU' PER ;4ALj!E'" or any Blau n. aLie alternates For gravel in ary of the Cl.' ;s A, .ng ,, :+rt: are considered straddle to be inc!nde ,\, •3 •.r C systems listed over C- 1';/32 or NC. err a•sy of the following Class A, 8 or C s• sten:s :ato ^ The use of 1;'2 in. mi•: gypsum ;,oard is ..•II,Uort over C- 15/32 decks. .:tion board between min 3/4 in. pertite hoard pc i:', rush' pairer /polystyrene /perlite) is a wale board in the following Class A. 8 or C '•.F1C :;p Tapered Isotherm R;" and "G, \FiEcll J h:r ar'v isucyal: :rate irrsulatic r in any ri the lass A. 3 and C. tit : :ICJ :!r and yia55 fells or rluu:f ;o.' bit:rnen Class A incline: 3 One or more ta•ers pertite. • oed fiber, glass •.Ire . T:c ite,•isc(yanurate composite, perlite/ 4, LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYST CMS (TGFU)•— Corrlinuecf methane composite, wood fiber / isocyanutale composite,' phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4' or "GAFGLAS Ply 6 ", but mopped. Sur facing: Gravel. 2. Deck: 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 thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer type G3 "GAFGLAS Mineral Surfaced Grp Sheet". 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 compesite, phenulic, 2 in. max. Ply Sheet: Two or more layers Type Gi 'GAF61.AS I'ly 4' or "GAFGLAS Ply Cap Street: One layer Type G3 "GAFGLAS Mineral Surfaccd•Cap Street ". neck: NC incline: 1/2 insulation: One or two layers "Isotherm R ", 4 M. nraxo hot. mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Deck: C•15j3? Inctine:,l Slip Street (0ptional)y'))el rosin paper, na} d to deck. Base Sheet: One layer of Type G2 "GAFGLAS 1175 Base Shec /(may be nailed). Ply Sheet: One or more layers of fype,6i "GAIT)! AS Ply 4 "yf'GAfGLAS Ply 6" C. r Sheet: On • : / Rase Sheet: One layer of Type 62 "GAFGLAS fl Base Sheet ". Ply Sheet: One or more layers of type G1 "GAFGLAS Ply 1" ur GAFGLAS Ply Cap Sheet: One layer of Type G -3 " GAFGLAS Mineral SU, faced Cap Sheet". 1. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite. glass libel; isor yaourale, nrerllane, perlite / isncyanurate composite. pertite /urethane cu:nposite, phenolic, .0 M. Irvin (offset from plywood joints 6 in.). Base Sheet: One or more layers of rye 61, 62 or 63. Membrane: One or more layers of "Ruberoid lorcll" (smooth nr granr,lel, "gal :mutt Torch Plus" (granule), "Rubcluill idol(' (snesorrir or granule) or "Notre:old Mop Pile," (granule). Cap Sheet: "GA(61.45 Mineral Surfaced Cap S o:et" hot. moored. 3. Derr:: C- 1 5/32 htrtine: 2 insulation (Optional): One or more layers pert'•; :two! filer. •;l.r•.; G1,er, isueya :grate, urethane, pertite / isocyanurate cuinlrsile, I methane composite, wood flber /is::cya; rate comousit•1. Irlranl,tic, ao1 thickness. Base Sheet: TWO or more layers of Tope C2 or G3. Pt/ Sheet (Optional): One or more layers Of T,,pa t11. Membrane: One or mute layers of "Ruheroid Torch" ('- or.utfl 111 gra,xrte "guber Torch Plus" (granule), "Ruberoid 1 op" (smueth ,r yramlte; or "nuberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS fdioerat Surfaced Cap Sheet' tint mopped. • Class B Deck: 015,'32 Incline: 3 -1,'2 insulation (Optional): One or more layers perlite, .rood fiher, y l ss f:Ler, isucyar:urat•t, uretha perlite /isocyanurate composite. perlite.' urethane composite. Nccd fiber/isocyanurate composite, phenolic, a':'i ll,ic ;i:es;. Ply Sheet: T'.vo !:r ;:ale layers of Tyl:e '61 "GAFGLAS i'!7 4" ur ";;,\I'; AS H./ L.. Cap Sheet: Type G3 "GA.161.\; Mineral Surfaced Cap Sheet" tot meppe•!. 2. Disk: C- 15;'32 Incline: 3-17,1 Insulation (optional): One or more layers perlite, ',viand fiber, glass fiber, isocyanurate, urethane, pertite / isocyanurate composite, perlite;' urelilane composite, wood fiber / isocyanurate composite, phenolic, any I!:ickness. Rase Sheet: two or mote la•,crs of T', pe i; 1, G2 rr r,!. '•terlblanc: t)Gc ',f 11111!• layers of "IdaterrjaT 1, h" :!i,•r,illr of :Jld:,rl'•) Ins••,I! roach Plus" (,'am:!e ), T14' ;1m2,'ir or granule) )r grpi l T•L)i; i;, (gratmle Cap Sheet: "G :'i 6LAS Mineral Surface:! Cap S1,e_- , het :ncpt;n.,. Class C 1- .1:12 incline: i 2 insulation (Optional): One or more layer, pc:lit•e, wood fiber, L„c, :sonar :mate, r:e'.tan?, pertiteiisoc.ianrrate r.nn:pnsile, pc :llt� Ice 135 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 67/ v /Q(� Job Address PL,f� �g ??Jr Tax Folio 1 � 3 2 ' 0 6' ))--07 t / y _ 2'W° Legal Description &/Lesste/ Tenant /4/'/i 7 Master Permit # 3 0 5 5 Owner's Address P //e 99 Phone Contracting Co. 6< F5 - gaci6 /ec id d /fe- Qualifier `1 D r"' 4R-6 SS# / Phone aS . 9iz , /2... State # /2C 6 el, 6'39 Pi/ Municipal # Competency # /C WC Ins. Co. 4 ,1,11 Architect/Engineer ,J " Address Bonding Company /r/ /� Address Mortgagor //1/1 Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA WORK DESCRIP'T'ION Square Ft / mac Signature ofpwner and/or 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 • o ttvork stated. Signature V- " resident Not to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT OFFICIAL NOTARY SEAL LYNNE ,B,ACHLER NOTARY PUBLIC STATE OF I:LO COMMISSION NO. CC592902 MY CO MISSION EXP. OCt, - Historically Designated: Yes No 21<1 6 Address Z,Z�6'/ �� /9 fr V / ROOFING PAVING FENCE SIGN A t. / �iorr, 2m / *2 -4rzYi° lv / GAS / c,/e. RADON C.C.F. • 9• D NOTARY APPROVED: Zoning Building Mechanical Plumbing • Estimated Cost (value) �I /a actor or Owner -Bui Notary a to Contractor or Owner - Builder My Conunission.Expires: ARY 4'1l�lt�� ACHLER ; ! 'a :: r ?UP t. ;C. STATE OF FLORIDA h a; , 11:8,51 0N NO. CCK0?yp2 s,` r'� ts910N EXP. r. 13 BOND 340. TOTAL DUE 5(01.20 Electrical Engineering Appendix "E" UNIFORM ROOFING PERMIT APPLICATION P Contractor's Name: '' Ci Aidifoe., Job Address: ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar - Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof le Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') 2 V7 Sloped Roof Area (ft') 0 Total (ft') Z4 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Deck type: `t' i ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) cA ' Cop Ott 6 laOSE (ti ATTACHMENT Fastener Type: / / / / ) ROOF PLAN 123.01aa alv6 Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPILIICATION PROCESS No. Ridge VenUliUon? PAEAN HEIGHT Deck type:i , Underlaynment: Insulation: t2~ \ aOOFClore D E T A J L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cep Sheet: Roof Covering: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) 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 TILE CALCULA'T'IONS (Pwnaxl: X X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: C X (Ar.odynami. Multiplier): ) - M = M PCA: (Pmax3: X X (Aerodynamic Multiplier): ) - M: = M PCA: Page -2 METROPOLITAN 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) 375.2908 PRODUCT CONTROL NOTICE OF ACCEPTANCE PRODUCT CONTROL DIVISION (305) 375.2902 GAF Malcrials Corporation FAX (305) 372 -6339 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Conventional Quill - Up Roof Systems for IVood Decks under Chapter 8 of the Metropolitan Dade County Codc governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc., Factory Alatua/ Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -40 and the standard conditions on page 41. This approval shall not be valid after the expiration date stated below. The Building Codc Compliance Office reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Codc Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Codc Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance OMce that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of die South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 aul Rodriguez Product Control Supervisor TIIIS IS TILE COVERSIIEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florid under the conditions set forth above. Approved: 11/04/97 Inform!! innll address: pnsfrnnslerabIrullclingcodeonllne •com Ilamennae• Charles Danger, P.G. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Cate or : Membrane Roofing System Sub - Category: Built -up Roofing Type: Conventional Sub -Type: Fiberglass Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 4 I Product Control No: 97- 0804.21 Product Control No.: 97- 0804.21 Approval Date: November 4 1997 Expiration Date: November 4, 2000 stem DcscritWon GAF Materials Corporation, a manufacturer of commercial roofing products produces a wide range of roof products for built -up and modified bu men roo ing systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SITS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -411. IranZuloaga, Roofing Product Control Examiner ( Insulation T pes: Basalt Wool I'crlitc Polyisocyanurate Composite Board Wood fiberboard Uigli Density Wood fiberboard Rockwool Material Wood Material Wood Maximum Dcsion Pressure Dcsi n Pressure -75psf Maximum fire Classification Classification Class 'A' Note: Fire classifications and maximum design types. Review system listings for design pressures Materials Directory for fire Classifica i ott s r essures Page 3 of 4 I Product Control No: 97 0804.21 do not reference all assemblies over all deck and g d tlic Undcnvntcrs Laboratories Roofin Roofing Product Control Examiner Deck Type I: Deck Description: "/ or greater plywood or wood plank decks System Type A(2): Base sheet mcchanically fastened. All General and System Limit . hall apply. Base Shcct: Ply Sltcet: Cap Shcet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated New Construction or Rcroof l'roduct Control No: 97- t8O4.21 FGLAS 1180 Ultima Base Sheet, GAFGLAS® PLY 4 ®, 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailablc, RUIJEROID Modified Base Slicet or RUI3EROID® 20 applied to the deck with approved lar ring shank n ils and minimum I ' //" tin caps at a fastener spacing • 9" o al the lap 2" o.c, in two rows staggered along the center line of the s ut the ficl Two or hrce pl s of GAFG GAFG '. �� LY 6® ply she applied within the EVT range an (Optional) One ply of GAFGLAS mopping of approved asphalt applic lbs. /sq. (Required if no cap sheet is used) Install one of the following: I.GAF WEATI IER COAT® Emulsion with an application ratc of 3 gal. /sq.; or GAF Premium Fibcred Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. -45 psf. (Scc Gcncral Limitation 117) 'A'. See General Limitation 112. 6 ":12 "; Scc Gcncral Limitation 113. AFGLAS FlexPly 6 or full mopping of approved asphalt at a rate of 20 -40 lbs. /sq.. Mineral Surfaced Cap Slicct ad ered in a full rate of 20 -40 2. Asphalt flood coat at an application ratc of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. N- 13-3 -G, N - U - - N- U -3 -M, N-B-4-G, N- 13- 4 -G /P6, N- U -4 -M, N- 0- 4 -M /P6, N- U -4 -C, N- 13- 4 -C /P6, N- U -S -C N- t3- 5 -C /PC, N- U -5 -G N- 13- 5- G /1'6, N - U - - N - U - 5 - /P6 Page 21 of 41 11 " ' ga, Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Mcrto -Dade County l'rotocol PA 105. If f' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. applied in hot asphalt, maximum panel size shall be 4' x 4'. Page 37of41 Product Con No: 97- 0804.21 When panels are a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 lbf. as tested in compliance with Mcrto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. Mlle fastener value, as field tested, arc below 275 Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex Ply'"' 6 and PIy 6® when used as a mechanically fastened base or anchor sheet. 4. 'A Type X gypsum board is acceptable to be installed directly over the wood deck.. oaga, Roofing Product Control Examiner GENERAL LIMITATIONS 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings arc determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall bc in strict compliance with Sections 3401.5 and 3401.6 of thc South Florida building Codc. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 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, install onc layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may bc applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, onc at each sidclap and one down the center of the sheet allowing a continuous arca 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. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — GOpsf. 5 All work shall be performed by a contractor licensed to do rooting work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFI3C. 6 The submission of system specifications and details shall accompany thc Section II Building Codc Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the solc responsibility of the contractor. Page 38 of 41 Product Control No: 97- 0804.21 Fra Luloaga, Roofing Product Control Examiner Product Control No: 9797 -0 7 Perimeter and corner arcas shall attachment as calculated in compliance with Chapter 23 of comply with the enhanced u a s Calcu shall be increase for both insulation a uplift pressure of . a arcas, the South Florida Building CoJc. densities ties shall a Count and base sheet as needed calctulatc with specifically Metro ad erred within Roofing IVp pe on is Application Standard PA d in compliance A , General A 117. 1/20 will this applicable.) l ic a bl is Limitation /EZp «•ill not bc alrl►licablc. 8 All achment and sizing ) designs ll a shall conform iglo fpe r i m eter na lers metal pro and the wind load re file, and /or flashing termination requirements of County Roofing Chapter 23 orate South Florida Building C ode. PA 1 1 1 9 Flaslrings shall bc installed according to 6 Code. applied in cold application adhesive , approved as 6 the m anufacturers standard details, and a a cod a torch i d may be by them applied modified bitumen membrane. or may be applied in is app ov e manufacturer, shall be submitted with the Section S shall comply ct with the provision b i tc South Pc i details, a r If Permit Application. r Florida Building pplication. All details 10 Fastener spacing g Codc, g for base street attachment is based on a (F') value as tested in compliance with Metro - values (F') v lue as t are below those H ed h M e S Minimu PA 105' If the fastener r Characteristic Force submit a revised fastener spacing Dade County Protocol P System Limitations a Dade County Protocol PA P g utilizing the withdrawal resistance value take A 105 test report and calculations that professional engineer may requirements 17. of Chapter 23 of the South Florida Du taken from a PA n 1 t CO with the wind load Metro- Building Codc and Roofing Application Standard I I Fastener spacing for insulation attachment is based on value of275 Ibf., as tested i n complianc w• , n a Minimum Characteristic f. insulation attachment shall not be rrslrc Force with I A f 05. lithe fastener val as field tested Asphalt mo c acccplablc 12 P e with , are below 275 lb f: shall b applied cqui temperature methods of asphalt determination. all b e pplied with approved asphalt and shall b i ulk tickets shall indicate an CVT types ick temperature ranges shall finised nlcorn ,owin n com p hal Asphalt containers or types Florida ,d temperature compliance with Subsection 3403 d Bash point. nth Building Code. sine. 1 • of the South 13 Insulation may be installed in multiple compliance with Product Control Approval guidelines. layers. Y The first layer shall be attached in a lull nee with of . Ins. /sc . approved asphalt applied within the [:VT range • chany All setter layers shall be a dhered lbs. s 1., o r literature icall attached usirr to fastening and/or lire NRCq Roofirr ,a 6� and at a rate of 20 - 40 application cr tuu insulation f Pattern of Il top layer l Refer t comply with procedures of Roofing and asphalt or d rr panels in approved asphalt or hdlr e s n ve, rwliic�trs street g Apt licaliorr Standard 1'q 117, ball Page 39 of41 Roofing Product Control xant Product Control No: 9797.080 14 All standard panel sizes arc acceptable for mechanical approved asphalt, panel size shall bc 4' x 4' 1eal attachment. When a m, pplied in maximum. 15 In re- covery/re- roofing applications, prior to the application all bonding substrate shall be tested in compliance with Metro -Dade Cot,r 6 roof surfaces used as a uplift resistance. compliance with the wind load resistance. Test pressures shall be calculated County Protocol PA 124 for requirements of Chapter 23 oldie South Florida Building Code to the design pressure of the roof. 16 In re-roofing applications, moisture content in an existing Section 3 401.10(m), (n) of the South Florida Building • roof must be in conrl�liarrcc with Codc. 17 Roll good materials shall be stored on end and on a clean, and dry surface. 18 If required, any Factory Mutual Approved approved adhesives may bc used prior to the application of conjunction e insulation with proprietary or f the rrrsulation layer. 19 Consult current Underwriters Laboratories Directory for roofing assembly to obtain the required fire rating. The assembly compliance with sections 3401.5 and 34 appropriate coating for each OI.G of the South flo Building Cade d in g for maximum fire classification. 20 The maximum designed pressure limitation listed strait zones (i.c. field, perimeters, comers). No rational analysis, r orlex to l all roofpressure rm peitted for enhanced fastening at entranced pressure zones i.c perimeters, s extend d comers, and corners). (When this limitation is specifically refer within this 1Yis N OA, cd General Limitation 117 will not be applicable.) Page 40 of 41 oaga, Roofing Product Control Examiner PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7 /8/9 G Job Address 0 s(/ 9 r Tax Folio // — 332 o G - p / - ,z 47'`f O Legal Description .Sec.- Z ,r % 8 19 OK Historically Designated: Yes No ✓ 06 / Tenant Owner's Address /�lf' "Afj0IL Contracting Co.( U�/�,/?' / 'C�tT /J, /Lwie//L Qualifier /�%�G r'/b ss# Square Ft State # /re OeS3 ? U 1 Municipal # Competency # /t(yC/‘ Ins. Co. 720 /4 Architect/Engineer Address Bonding Company Address Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ' OOFIN PAVING FENCE SIGN WORK DESCRIPTION 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 work stated. Si a ature of owner and/or Cond President it ate / ' j ,� % _ 7/7()i/9 Notary s to Own and/or Condo President Date Notary as to Contractor or Owner- Builder Date My Commission Expires: , • y LOU BLOCKER My Commission Expires: OFFICIAL NOTARY SEAL MARY LOU :31,GCI ER NOTARY PUBLIC STAT OF FLORIDA COMMISSION NO. CC472,323 MY COMMISSION EXP. 'UNE 14,1999 FEES: PERMIT 6 O. 0 0 RADON 7/04 Master Permit # / 10 1 / Phone ? — C'7 Address 2■I it / 9 / , //4 / 2 Phone ' yam /2 r U Address Estimated Cost (value)/ 6''dt Signature of Contractor or Owner - Builder Date moo, ' Soo. 00 C.C.F. /. 0 0 NOTARY TOTAL DUE L34./.00 APPROVED: ,t Zoning Building ' �- / XJ Electrical Mechanical Plumbing Engineering Owner's Name and Address - Registered Architect and /or Engineer..•....... Name and address of licensed contracto�' Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done r` State work to be done and purpose of building (by floors I hereb be sent to Building Inspector 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. - Addition Repairs !ate No. of Stories / .,,. Roof Covering. /40(00 New Building Remodeling To be constructed of Kind of foundatioj Estimated Total cost of improvements $.... 6Z� 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 it all th plan and specifications for said buil ing. All tices with reference 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 of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such spbcontractors, on work to be performed under this pennit, as are lic d by Miami Shores Village. Remarks eT L1 (Signed 9 q ,191oZ No..�f° .... Str eet f' /..! ,.. - 3a/7 '00 %x/8. the building and its construction may 3 C and for no other purpose. 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 - - - -- - - - -- to me well known, 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 ar t;ue. Permit No..11 Date t DI 1 — 1 k Read, Sworn to and Subscribed before me. t. Disapproved Notary Public, State of Florida Date My Commission Expires PLANNING BOARD ._.._ DATE Chairman Meytnbcr Member Member Member ....... --- 1 _•- -- ---- _..._.__....._....... 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 fee of $1.00 will be chafed when such re- inspection is made n pessary by improper notice for inspection or faulty materials and /or workmanship. `° ' Street and Number where work is to be done STATE OF FLORIDA, COUNTY OF DADE. } 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. in 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. Dec 1 1 _..._.... , Ie..__ Owner's Name and Address Mrs. Jolla 13......lvian??ng......828. N...Ewo...99 Street._ Registered Architect and /or Engineer ... ........... 222 .. Name and address of licensed contactor G. & L. ROOFING CO. 7 11 N.E. 1 Court � . Miami r 1a Location and legal description of lot to be built on: Lot Block Subdivision . $2$ N.E. 99 Street State work to be done and purpose of building (by floors) _ __..._ _...._.._.._.._ .. Remove present tile & gravel roofs._ apply 4ply gravel roof and apply 1 -30# felt and 1 -90# slate and 1" cement shingle tile. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 4260040 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 of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. G. _& L. ROOFING .OMPANY Remarks (Signed)_ .._......_ PE'.��-��� ���. •t - DI" .. 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 ire trug. a r °1 �� Permit No 11, 1 4/ 4 . Date.. Building Inspector PLANNING BOARD DATE Member Member - --._._..._._ ...._ Member _..... 4/2v) . Date Disapproved Date \$1.00 will be made for making corrections or changes to this application after approval has been obtained from `1 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty MIAMI SHORES VILLAGE Amount of Permit &.12...5Q 2$...S4uares Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida My Commission Expires • • r• METROPOLITAN DADE COUNTY • FLORIDA BRICKELL PLAZA BUILDING 909 S.E. First Ave. — Room 524 Miami, Florida 33131 XXOCKIEXXIXOGOZZXXOCK 579 -2981 Mr. Frank Lubien, Director Building and Zoning, Miami Shores 10050 N. E. Second Ave. Miami Shores Village, Fla. 33138 CODE ENFORCEMENT DIVISION BOARD OF RULES AND APPEALS March 22, 1979 Subject: Re -roof residence 828 N.E. 99th St. Miami Shores -18- Dear Mr. Lubien: Pursuant to your request for our Division to inspect and give an opinion at the subject residence regarding a re -roof job completed. The inspection group met at location on March 20, 1979 at approximately 3 :15 p.m. with the owner and roofing contractor representative, to make a visual examination and inspection of the subject matter related to Building Code compliance. The attached memo of a staff member of the Code Enforcement Division, Dade County, in general opinionates the group findings and reference is made regarding loose roof tiles and mortar to South Florida Building Code Chapt 24 para 3403.2(b thriu Present on location were: Mrs. Ann Manning, owner Mssrs. Wesley Sims, Brother of owner Frank Lubien, Director Building & Zoning, Miami Shores J. S. Varady, Ass't. Chief Code Enforcement Officer J. J. Delaney, Officer Code Enforcement Division F. Albury, Jr. Officer Code Enforcement Division Tom Loverin, G. & L. Roofing Co. 2 Mr. Frank Lubien, Director March 22, 1979 Building and Zoning, Miami Shores In relation to the aggregate surfacing (loose, insufficient or embedded gravel) reference is made to South Florida Building Code Chapt 24 para 3402.2(m) page 34 -8. Therefore, since there appears a possibility of Building Code compliance, correction is advisable. The dripping of molten bitumen, spilled aggregate and cement or mortar constitutes workmanship and is not a Building Code provision, requirement or inspection judgement. Since this was an advisory position from this Division, feel free to call on us any time for reflection on Building Code questions and applications. Sincerely JSV:as cc: Attachment Mrs. Ann Manning, 828 N.E. 99th St. Miami Shores 33150 Tom Loverin, G & L Roofing Co. 7814 N. E. 4th Ct. Miami James S. Varady, Assistant Chief Code Enforcement Officer • 1 0; .07- 17 A TO JAMES S. VARADY, ASST. CHIEF CODE ENFORCEMENT OFFICER FROM -i- JOHN J. DELANEY CODE ENFORCEMENT OFFICER (STRUCTURAL) MEMORANDUM DATE MARCH 21, 1979 SUBJECT COMPLAINT - RE- ROOFING JOB 828 N. E. 99th ST. MIAMI SHORES A request was made on March 20, 1979, a Tuesday, by Mr. F. Lubien, Building Official, City of Miami Shores, for the Code Enforcement Team to accompany him to make an inspection and investigation of a re -roof job at the aforementioned address. The following is a list of interested parties that met at 828 N. E. 99th Street, Miami Shores. Mrs. Ann Manning, Owner Wesley Sims, Brother of owner Frank Lubien, Building Official, City of Miami Shores James Varady, Asst. Chief Code Enforcement Officer Frank Albury, Jr., Code Enforcement Officer John Delaney, Code Enforcement Officer Tom Loverin, G. & L. Roofing Co. After considerable investigation and visual inspection of the combination re- roofing job, partly flat gravel roofing and partly of cement tile, it is the opinion of this Officer that because of the many loose tiles that were found and in some areas of the flat roof, insufficient gravel was used for surfac- ing; these items constitute violations of the South Florida Building Code. It is my opinion that the Building Official of Miami Shores be notified of the existing violations and advise the roofing contractor to correct same. Owner's Name and Address . Registered Architect and /or Engineer Name and address of licensed contractor../!/ Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done State .ork to be done • . • ,•u • •se of building (by floors) peared 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. Subdivision. c1 New Building Remodeling Addition Repairs To be constructed of Kind of foun Roof Covering Estimated Total cost of improvements $..:0 .R- 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 of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, 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- 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 e foregoing application, and that he did sign the same, and that all facts therein by him stated are tru Permit No.._.. ! ? D ate ( O Read, Sworn to and Subscribed before me. Disapproved _..,, Date (Signed) Bu►I • tng Inspect • r Chairman \lcrnber Member ...... Council Approved Date as PLANNING BOARD DATE NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. "It fi zioteorsze ; and for no other purpose. No. of Stories Notary Public, State of Florida My Commission Expires to me well known, Member Member Member Disapproved Date has hecn obtained from for inspection or faulty 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 prggress of the work. Owner's Name and Address . Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done.. - - !,.G. Sta a work to be done p os of bull mg (by 71 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories. To be constructed of Kin f fo�ndptje�t Roof Covering Estimated Total cost of improvements $/ � � Qom' 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 of the work such uhlic notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be perfo under this permit, as are licensed by Miami Shores Village. Remarks...- (Signed). STATE OF FLORIDA, COUNTY OF DADE. j 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 are true. Permit No.. P ? _Q Date - 2 Z J Read, Sworn to and Subscribed before me. Disapproved ✓D, to (Signed) / 1...... - Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT r Date..._ _No 99: 16_ ,19.- Street to me well known, Notary Public, State of Florida My Commission Expires PLANNIN 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. ROOFING EX Owner of Building Architect Contractor j` or Builder dam` -mot Legal Description Address of . 2 Building �j Lox CONTRACTOR or BUILDER MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ PERMIT N° 9111 Work to be performed under this Permit Subdi- vision Sq Ft Value of r ... 11 Amount of Project 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or a ployees. Signed • (INSPECTOR) BY In consideration of the issuance to me f this permit I . gree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, dr .a. ngs, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY Date Contractor's License No. j AUTHORITY 19 —__ BUILDING INSPECTION DEPARTMENT MIAMI SHORES VILLAGE Owner's Name and Address 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. JOgN IiAttriv/4 - : . Regi tered Architect and /or Engineer._ / _ Name and address of licensed contractor Cif/ ReUTII -. . 1Q11 flit , C , _ INC , Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 8 .28 E 1_ . T State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs__ No. of Stories /�±± 1 To be constructed of Kind of foundation Roof Covering...... 4 LE L Estimated Total cost of improvements $ _7..., 00__ Amount of Permit $ . 00 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 foi said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit dot.. 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 of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work m be performed und is permit, as are licensed by Miami Shores Village. , /J 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 to me well known, 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 are true. Permit No 91 Disapproved (Signed) mil( Building r spector My Commission Expires_ Date ___LZ — 6 7 PLANNING BOARD_ Chairman Member ............ . . Member Council Approved Date Disapproved NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. Date_ GG pp C� n No Q A._ - -- _ -- Street __.!LE_ _ - , ST " = fJ- ieE/ t FLAT _oof.S 0/v1 Read, Sworn to and Subscribed before me. Notary Public, State of Florida DATE 01. NW 71 -- Sr ,/ Member Member Member 19!? 7,0 Date or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty