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ROOFING
Date Owner's Address State # Square Ft. S APPROVED: Zoning �3 9 WORK DESCRIPTION My Commission Expires: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE "7 Job Address 3 6 Z ,!/g 9s Tax Folio Legal Description / Tenant /4/, 6.01=4 -„ c'A 362 x/6-- 5.f$- /2l /i % 4e.t. Contracting Co. 0 e 4 7 / yri• A //s Address Qualifier :1 6 / Competency # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL S OFING PAVING FENCE SIGN d/or Condo President Notary as to Owner d/or Condo President Municipal # 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. 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.) A c64 0 / A ea,tA7 4 062..tia - x&e ate t CAROLYN C ROHE My Comm Exp. 5/08/99 Bonded By Service Ins No. CC460657 Wawa/ &WM t o FEES: PERMIT'S 7 / // RADON Mechanical Plumbing Building )9,,/i,gq7 Historically Designated: Yes No 4 '61 Master Permit # Phone 737— O 7-6/ A/c / 94 .!noeA z7/ Phone ?,j Z /"L s/* / 6W , s Ins. Co. rya Estimated Cost (value,P-171 /// 9 Signatuy��f/ .antYactor or Owner - Builder ate 77 Dae Notary . • Contractor or Owner Builder My Commission Expires: C.C.F. fl I , NOTARY Electrical OFFICIAL NOTARY SEAL LYNNE BACHLER NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC592902 „„,,a04 Sa"IC)N EXP. OCT. 13,2000 Engineering Contractor's Name: 61G97-• c - o(42./ (Low Slope Application) ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof 'Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') __) L. Sloped Roof Area (ft') � � Total (ft') 652 Master Permit No. Exposure category (per _ ASCE — 7 -88): Building Classification category (per ASCE 7 -88 table 1): Job Address: ',36 A/6 9 J { 0 F Ft. fri-Cylor ,41 S,rd,p Vier- SSel I, C4 Cdp 360- Ply Ii s•N+ GAS ?{'3 Deck type: 1%14 T1 Fastener Type: ATTACHMENT // ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) vv.' dr, O&3 /'i;/ SPACING N Field: Perimeter: DETAIL 1 & 2 6' 6" Corner: ROOF PLAN 123.01.7s was Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page- Ridge ventilation? MEAN HEIGHT Deck type:! Underlayntent: D E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 13 ROOF SLOP[ SLOPED SYSTEM DESCRIPTION Insulation: Fastener type 4 sparing: Cap Sheet: Root Covering: r Drip edge: TILE CALCULATIONS (Pmax1: x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: \ X (Arodynami_ Multiplier): ) • M = M PCA: (Pmax3: x X1 (Aerodynamic Multiplier): ) - M = M PCA: Page -2 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 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 DIVISION PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2902 FAX (305) 372 -6339 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: Dynatech 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 OfTce 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.' METRO - DADE METROPOLITAN DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 Approved: 11/04/97 Internet mall address: postmaster @buildIngcodeonlIne.com 1 aul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, 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 above. , 1 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.bulldingcodeonllne.com i ,... , !'i.. st►�r'. -Applicant: . 'GAF Materials Corporation 1361 Alps Road .' Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: . Membrane Roofing System Sub - Category: Built -up Roofing Type: Conventional Sub -Type: Fiberglass System Description OAF : 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 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. Contact: William J. Woodring Director of Technical Services (973) 628 4134 Page 2 of 41 Product Control No: 97- 0804.21 Product Control No.: 97- 0804.21 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 ran Zuloaga, Roofing Product Control Examiner Insulation Types: c:• Material Wood 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' 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. Page 3 of 41 Roofing Product Control Examiner Product GAF Asphalt Concrete Primer I GAF Mineral Shield® Granules GAF WeatherCoate Emulsion GAF Premium .Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 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 primer used to promote adhesion of asphalt in built -up roofing. 60 lb. 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 ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons ASTM D 4586 Asphalt flashing Cement 3 sq. roll 75 lb. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 lb. roll 5 sq. roll 45 lb. roll ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D460I Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt with asphal o Page 4 of 41 oo ing Product Contro Product GAFGLAS ®. •. Mineral Surfaced Cap Sheet GAFGLAS® STRATA VENT® Perforated GAFGLAS® STRATAVENT Nailable 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 lb. roll . ASTM D 3909 60 lb. roll ' GAFGLAS® Flashing various 69 lb. roll RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. various various various various various various various ASTM D 4897 D 3672 ASTM D 489 D 3672 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Page 5 of 41 Product Control No: 97 0804.21 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. 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 11, UL Type modified base sheet G2 BUR Polyisocyanurate foam insulation. Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insuket Roofing Product Control I : r.l Product Control No: 97- 0804.21 Test Product ' Dimensions Specification Tapered GAFTEMP ® various Composite 4, GAFTEMP ®• << Composite A various + 4 Tapered GAFTEMP® various Composite A GAFTEMP® various Composite N Tapered GAFTEMP® ' various ; •, Composite N GAFTEMP® Fiberboard GAFTEMP® Permalite® GAFTEMP Recover Board GAFTEMP® High Density Fiberboard GAFTITE® 1112 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP various various ' 1/2" thick various o : PA 110', PA110, PA 110 PA 110 PA 110 PA 110 PA 110 Page 6 of 41 Product Description Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered Polyisocyanurate foam 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. 0o mg Product Contro xam ', ;; n. Page 7 of 41 Product Control No: 97 0804.21 ' Test Product Product Dimensions Specification Description GAFTITE® Base PA 114 Base sheet fastening assembly. Sheet Fastener and Plate i Galvalume Plates ' ' 3" and 3 %:' PA 114 Round galvalume stress plates. NTB Fasteners • PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. t Polypropylene Plates ' 3" and 3 %:" . PA 114 Round polypropylene stress plates. Ruberoid® 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and 95 lbs. , interply sheet reinforce with a glass fiber mat. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Smooth 87 lbs. polymer modified asphalt and smooth (,.. surfaced. RUBEROID® MOP 1 sq. roll ' ASTM D 5147 Non -woven polyster mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with I70FR 103 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® MOP 1 sq. roll . ASTM D 5147 Non -Woven polyester mat coated with FR 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, TORCH Smooth 87 lbs. • asphalt modified bitumen membrane, smooth surface. RUBEROID® I sq. roll ASTM D 5147 Heavy duty, polyester reinforced, TORCH Granule 102 lbs. asphalt modified bitumen membrane, granule surface. 0o ing Product Control Examiner Product RUBEROID® TORCH PLUS RUBEROID® TORCH FR . ;7:u; ,;! , RUBEROID® 30 RUBEROID® 30 FR RUBEROID; ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Built -Up Roofing Asphalt RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. ' Test Dimensions Specification % sq. roll " 93 lbs. % sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll ASTM D 5147 92 lbs. lsq. roll 101 lbs. 5 gallons GAF Aluminum Roof 5 gallons Paint 100 lb. cartons, bulk RUBEROID MOD 60 lb. kegs Asphalt ASTM D 5147 ASTM D 5147 ASTM D 5147 • ASTM D 5147 PA 100(A) One way valve vent used to relieve ASTM D 1929 built -up pressure within the roof system. ASTM D 635 GAF Vent Stacks are available in metal or plastic. None ASTM D 5147 ASTM D2824, Type I ASTM D312, Types 1, 11, III and IV 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. 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 coating Interply mopping and surfacing asphalt SEBS modified asphalt Roofing Product Control Examiner Product RUBEROID MOD Asphalt L RUBEROID MOD Asphalt P GAFTEMP Composite A GAFTEMP Tapered Composite A GAFTEMP Composite N GAFTEMP Tapered Composite N GAFTEMP Tapered Isotherm R GAFTEMP Tapered Isotherm RA GAFTEMP Tapered Isotherm RN GAFTEMP GAFCANTrN GAFTEMP GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTEMP Recover Board Shingle- MateTM Underlayment Test Dimensions Specification 60 lb. kegs 60 lb. kegs Various Various Various Various Various Various Various Various Various Various 1/2" thick, Various sizes 4 sq. roll 30 lbs. PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Tapered perlite board PA 110 Perlite board Page 9 of 41 underlayment Product Control No: 97 0804.21 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 Fiberglass reinforced shingle Roofing Product Control Examiner t ; Product Control No: 97-0804.21 I ' , Test Product : Product11; ..;-, - :I Dimensions Specification Description GAFTITE® ASAP. !ii 500 per box :;, • PA 114 Pre-asseinbled fastener and metal and plastic plates • Page 10 of41 oaga, Roofing Product Control Examiner Pyrox Product ACFoam I ACFoam II TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions Specification ! Description various various various PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation Hy -Therm Nail -line various PA 110 Polyisocyanurate foam insulation Hy -Therm SP various PA 110 Polyisocyanurate foam insulation. Hy -Therm AP various PA 110 Polyisocyanurate foam insulation Hy -Therm Stable R various PA 110 Polyisocyanurate foam insulation Hy -Therm White various PA 110 Polyisocyanurate foam Line insulation Anchorbond PA 114 Insulation fastening Fastener ° assembly • Dekfast Fasteners PA 114 Insulation fastener for steel #I4 and concrete decks Dekfast Hex Plate 2 7/8" x PA 114 Galvalume hex stress plate. 3 1/4" Page I I of 41 Product Control No: 97- 0804.21 Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) ■■. u oaga, Roofing Product Control Examiner Product Control No: 97- 0804.21 Dekfast Lock Plate Dekfast Fasteners #14 „ .l ;...! Dekfast Fasteners #12 ISO 95+ Composite Asphalt Product Asphalt Primer EPS . High Density Wood Fiberboard Pelite /Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails • Test Dimensions Specification 3 "x3 1/4" PA 114 various various various various 4 mil min. various Minimum # 12 Product Description Polypropylene locking plate. PA 114 Insulation fasteners for concrete decks PA 114 Insulation fastener and wood decks. PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) ASTM D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 110 Extruded polystyrene insulation PA 110 Wood fiber insulation board PA 110 . Perlite / urethane composite board insulation PA 110 Perlite insulation board Vapor barrier / Air barrier kosin paper for barrier layer on wood decks PA 114 Corrosion resistant annular ring shank nails Page 12 of 41 . Manufacturer Construction Fasteners Inc. (with current PCA) , Construction Fasteners Inc. (with current PCA) for steel Construction Fasteners Inc. (with current PCA) generic generic generic generic generic generic generic generic generic Roofing Product Control Examiner Tin Caps Test s Product Product I Dimensions Specification Description #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc Olympic Standard Min. 32 ga. x l'4" PA 121 Aluminum roof coating MB aluminum roof coating Dens-Deck" ') ' various • PA 110 Gypsum insulation board. 1 ,f. #12 Roofgrip 3" round various various various Corrosion resistant circular discs. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam / tockwool composite insulation 3" round PA 114 3" round galvalume AZ55 steel plate Page 13 of 41 Product Control No: 97 0804.21 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) • �r Roofing Product Control Examiner H+!�; " Test :r.: +' 'I` Product Product r:.''" Dimensions ( Specification ' 1 1 ,-0 Description Manufacturer Olympic Fastener #14 Olympic Polypropylene., Olympic Fastener #12,• • ! • r1i;Ci • 3.25" round PA 114 Insulation fastener PA 114 Polypropylene Olympic plastic plate Manufacturing Group, Inc. (with current PCA) PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) Olympic Fastener PA 114 Pre - assembled Insulation Olympic ASAP fastener and plate Manufacturing Group, Inc. (with current PCA) Olympic CR Base PA 114 . Insulation fastener Olympic Felt . Fastener and . assembly for Base Sheet Manufacturing Base Sheet Disc fastening only Group, Inc. (with current PCA) GlasFast Fastener PA 114 Insulation fastener Owens- Corning assembly with recessed Fiberglas Corp. plastic plate (with current PCA) Paroc Base Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) Paroc Cap Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) Multi -Max various PA 110 Polyisocyanurate foam Rmax, Inc. insulation (with current PCA) Multi -Max FA various PA 110 Polyisocyanurate foam insulation Page 14 of 41 Product Control No: 97- 0804.21 Olympic Manufacturing Group, Inc. (with current PCA) Rmax, Inc. (with current PCA) Roofing Product Control Examiner Test Product Dimensions .Specification UltraGard Insul -Fixx Fastener lnsul -Fixx P Rawl Fasteners #12 Rawl Fasteners #14 various 3" round Rawl 2" Plate 2" round Rawl 3" Plate Rawlite 3" Plate 3" round Super Prep 11 • Tru -Fast DL Product Description PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastener for steel and wood decks PA 114 3" round polyethylene stress plate PA 114 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate 3" round PA 114 3" round galvalume AZ55 steel plate PA 114 3" round galvalume AZ55 steel plate for use with Rawlite fasteners PA 121 Roof coating PA 114 Insulation fastener for steel, or wood Tru -Fast Plastic 3.04" round PA 114 3.04" round polyethylene Plate plastic plate Page 15 of 41 Product Control No: 97- 0804.21 Manufacturer Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (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) The Rawlplug Company Inc. (with current PCA) Thermo- Materials, Inc. (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) oaga, Roofing Product Control Examiner • i !Product “ " Tru -Fast MP -3 1 .% Tru -Fast HD ;,. ,i., Tru -Fast Ultra ' Tru -Fast DP Tru -Fast • TP Structodeck I ' • Test Dimensions Specification 3.23" round PA 114 various PA 114 Product :.Description 3.23" round galvalume AZ50 steel plate Insulation fastener for use in wood, steel or concrete • decks ' PA 114 "s 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) Rooting Product Control Examiner Test Name Report Date Agency /Identifier Factory Mutual Research Corporation Current Insulation Attachment Requirements FMRC 1996 01.01.96 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 . II. OT4A I.AM 08.26.92 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. I V8A4.AM 06.28.93 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 . J.1. 1RIA6.AM 11.15.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 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 LI. 3X3A2.AM 08.02.94 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1.0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift, FMRC 4470 - PA 114 ' J.I. 1B9A8.AM Underwriters Laboratories, Inc. Fire Resistance Classification UL 790 - PA 114 R1306, 87NK 11819 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 Page 17 of 41 Product Control No: 97- 0804.21 ga, Roofing Product Control Examiner Deck Type 1: Deck Description: System Type A(2): All General and Sys Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Fire Classification: Maximum Design Pressure: Maximum Slope: Specification No.: Wood, Non - insulated New Construction or Reroof • 1 9 / 32 " or greater plywood or wood plank decks Base sheet mechanically fastened. t' tern Limitations shall apply. GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, 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 1 s /," 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. -45 psf. (See General Limitation #7) 4: 'A'. See General Limitation #2. 6":12"; See General Limitation #3. N - B - - N - B - - N- B -3 -M, N- B-4 -G, N- B -4-G /P6, N- B -4 -M, N- B- 4 -M /P6, N- B -4 -C, N- B- 4 -C/P6, N- B -5 -C, N- B- 5 -C /PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M/P6 Page 21 of 41 Product Control No: 97- 0804.21 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 Merto -Dade County Protocol PA I05. 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 r calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 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 "275" Ibf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing 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. Y2 Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37 of 41 Product Control No: 97- 0804.21 oaga, Roofing Product Control Examiner • GENERAL LIMITATIONS , 4.H.r •I j YI: All asphalt shall comply with ASTM D 312 typd111 i br type IV I regirir•ements, and :I , approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Rooting Materials Directory or other tire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult :current Underwriters Laboratories Roofing Materials Directory and manufacturers 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. I f 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 tic 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: S7ot attached systems shall be limited to a maximum design pressure of -45 psf. Whcrc STRATAVENT Perforated ` is used over approved isocyanuratc • foam- in the • • maximum design pressure is limited to — 6Opsf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code 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 sole responsibility of the contractor. Page 38 of 41 1 ''Pruduct'Control No:` 97- 0804.21 Lill .I, 10.;. t i, II :I 1 Fran Zuloaga, 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 •fr) 'iwith 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 load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 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, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in 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. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. 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. Page 39 of 41 Roofing Product Control xam 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In rc- covery/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 PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re-roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and oma clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. i : �L .. . . 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 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 in will not be applicable.) Page 40 Of '4 I • Product Control No: 97- 0804.21 4 u oaga, Roofing Product Control Examiner Product Control No: 97- 0804.21 GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.2 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. 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 thi§ 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 Roofing Product Control Examiner . -...:... ii:::.:: a..�:T'..:o..u..4:....�...:.v.' i:�G.ct•i:...i,4'.:x.;:1:t1+e.. isiki;al.Cad:.:So:l.'i2:>u+L.i. Arc. i. �ti+ 1�� .::intr_ :a1�:u•,:h.- ;..s...:- �w- ..._.. -u.. . -.,. ..., - ..... :OVERING MATERIALS (TEVT) SYSTEMS (TGFU) —Conti rued dy -Iso Special" with "I'ofyroanr 251" or "Polytoarn ;r applications "Gacofiex U2- 7050 ", applied at 1 nee applications, applied 1 -1/4 gal /sq /application ■-65" Series (various colors) applied 1 gal /sq (12 Incline: 1/2 •ly -Iso Special" with "Polyfoam 251" or "Polyfoam applications "Gacofiex IJB- 7050 ", applied at 1 nee applications, app•,i.:d 1 -1/4 gal /sq /application •1 -60" Series (various colors), applied 1 gal /sq (15 incline: 2 +,•Iso Special" with "Polyfoam 251" or "Polyfoam 00 ", applied at 1 gal /sq (10 dry mils). [000 ", applied at 1 gal /sq (10 dry roils). Incline: 1 r "Polyfoam 303 ", any thickness. :- Shield 7007 ", 40 dry mils. incline: 2 -1/2 any thickness. 6211 ", 1 -1/2 gal /sq (14 dry mils). 6200" series (various colors), 1 -1/2 gal /sq (14 R1306 (N) NJ 07470 ID Modified Base Sheet" may be utilized as an ets in any of the hollowing Classifications. r hoard or 1/4 in. thick (min) Georgia- Pacific rd may be used in airy existing noncombustible :ris is done, the resulting roofing system is .:stible (15/32 in. min) roof decks. The joints in , ment board are offset 6 in. with tire joints in the the roof system, it must be placed below the :,TEMS WITH HOT ROOFING ASPHALT : base sheet ( "GAFGLAS 875 Base Sheet ") is a • asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or A, B or C roof systems indicated below. covered with a Type G2 asphalt glass mat base (Vent -Ply) perforated" or "GAFGLAS Stratavent '. Perforated to be rrr':pc•I and nailable to be side down. glass oral base sheet ("GAFGLAS 075 Base Sheet" . Ply) for nailable decks ") may be substituted for et ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the [rig systems. 'y be solid mopped, spot mopped or mechanically Il insulations may be hot mopped or mechanically oil" may be used for flashing in any of the Class this includes "GAFTEMP PERMALIiEw" or any olation. :table alternates for gravel in any of the Class A, ring units are considered suitable to be included , .iss A, B or C systems listed over C -15/32 or NC. 'der any of the following Class A, B or C systems • rating. The use of 1/2 in. min: gypsum board is notation over C -15/32 decks. lotion board between min 3/4 in. perlite board ( perlite /rosin paper/polystyrene/perlite) is a nurate board in the following Class A, B or C :AFTEi4P Tapered Isotherm RA" and "GAFTEMP ed for any isocyanurate insulation in any of the '.lass A, B and C. with organic and glass felts or modified bitumen Class A Incline: 3 One or more layers perlite, wood fiber, glass •inane, perlite /isocyanurate composite, perlite/ C, • Sheet: Or LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TWO— Continued urethane composite, wood fiber / isocyanurate composite,' phenolic; any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. ' Surfacing: Gravel.' " 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood 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 Cap 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 composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". r Cap Sheet: One layer Type G3 "GAFGLAS MineralSurfacedrCap Sheet ". 4. Deck: NC incline: 1/2 Insulation: One or two layers "Isotherm R "• 4 in. max,. hot, mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5 Dec c : C -15/3 incline: 1, Slip Sheet (Optional): Red rosin paper, nailed to deck Base Sheet: One layer 'Of Type 62 '"GAFGLAS #15 Base Sheet" (may' be nailed). Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply ne: Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6" Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C - 15/32 hrcline: 2 Insulation: One or more layers perlite, glass Fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Street ", hot mopped. 8. 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. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. • Class 'B • 1. Deck: C - 15/32 Incline: 3 - 1/2 Insulation (Optional): One or more layers perlite, wood fiber; glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, periile/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", lot mopped. 2. Deck: C - 15/32 Incline: 3 - 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: two or more layers of Type G1, G2 or G3. Membrane: One or moue layers of "Ruberoid Turco" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", trot mopped. Class C 1. Deck: C -15/32 incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ WE MATERIALS conronr■on 38 2" Side Lap 1 Base Shoot (see below) Mailable Deck Shenlhlnp Paper (II required) Approximate Weight per Square GAFGLAS Ply GAFGLAS® Specifications N- B- 5 -M /P6 and N -B -5 -M Bootleg — Asphalt 2" Side Lap GAFGLAS Mineral Surfaced Cap Sheet North, South, and West Zones . Nailable decks up to 6 inches per toot slope, except for lightweight Insulating concrete decks which are limited to a maximum slope of 1" per fool. Wood, plywood, structural wood fiber, acceptable precast mailable decks, pouted gypsum. For lightweight insulating concrete, see page 9. Materials -- — -- — — — — — — – — S;teathing paper (1 ply, if required) Base Sheet GAFGLAS Ply (3 plies) GAF Materials Cotporation Roofing Asphalt Interplies Cap Sheet (I ply) 220 -275 lbs. Specifications General Design and Application Considerations detailed ill Ibis Manual shall apply in addition to the following recommendations and specifications. Application of Rooting Membrane 1. Starting at the low point of the roof, lay one ply of Base Sheet, lapping each, sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch intervals in each tow,' Use •fas- teners with integral metal heads at least 1 Inch in diameter or square' that are recommended by GAF Materials Corporation or !fie deck manufacturer. (See 'Special Instructions" below.) i ' 2. Starting at the low point of the roof, mop three 'plies of GAFGLAS Ply shingle fashion; lapping each sheet 26 '/r Inches over the preceding,sheet; solidly mop- ping to the underlying base sheet to provide four plies over the entire roof area. • Asphalt Requirements , , r• t ' , Inter ply moppings of Roofing Asphalt must be applied in a' continuous film and shall consist of approxima)'ely 25 pounds per 100 squa e feet of roof area with 1 Slope per tool ,. ...Asphalt Type i -- .r r; Up to 3" ' ' Steep ASTM Type II1' r ': ' 3 "- 6" HT -Steep ASTM Type IV a tolerance not to exceed 20% plus or minus. The appropriate aspictit for the slopes involved must be used. On slopes up to'/, inch per foot, Flat ASTM Type II may be used e. cept in Florida, Texas, New Mexico, Arizona, and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 20, so that the laps are offset from the laps of the ply sheets. Special Instructions 1. See recommendation for use over gypsum decks on page 9. 2. Acceptable Base Sheets include: STRATAVENT' Nailable. GAFGLAS #75 Base Sheet, RUBEROID' Modified Base Sheet, GAFGLAS' PLY 6'. Ply 4. 3. If GAFGLAS PLY 4 or GAFGLAS PLY 6 is used as the base ^. t ewer wood or structural wood fiber decks, a sheathing paper is required. 4. Over freshly poured gypsum and lightweight insulating cohcre:o decks, STRATAVENT (Vent Ply) for Nailable Decks is required, see page 9. 5. For applications over lightweight insulating concrete decks, see page 9. 6. For "Nailing of Base Sheet," see page 19. 7. For roof slopes of 1 inch per foot or more, all piles must be back - nailed 4 inches in from the felt edge. See "Installation on Steep Roofs," Page 10. UL Classification UL Class • Substrate Slope • • A 2" A NC 3" B C 3'12" UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. " /J2 inch thickness), oriented strand board (min. 'h inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per loot. N -B -5 -M Guarantees Available --------------- Specification Liberty Guarantees _ N 20 yr. West Zone only, Wood Decks. N- B- 5 -M /P6 20 yr. Lightweight Insulating Concrete. (See pale 9.) 12, 10, 5 yr. Test Location UpIt Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 I GJ 26 27 7,44 P 51 52 � c�S �� 76 77 2 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 SITE SPECIFIC INFORMATION "( (I Owner's Name: . 4 Q k b'' T� D Permit* so 448 Job Address a ee2 NI 'E q, .1. 1 1 1\ l ►c"u.A 1 6' 61_6-.9 L Ft Roofing Contractor: \'.u i4 2.. Om F t *J 6 Type of Tile: '1.? t- StFI51— 6 � Date Installed t 1 Approximate Roof Height _I feet Roof Pitch 3 ' ( 2 Type of Access to Roof: Scaffolds ✓ Ladder Other Approximate Square Footage of Roof: 2-500 ft Required Testing F D 3)S lbs. Testing Equipment: Chatillion 100 Date Tested: 1 I VI 0— Civil Engineer: IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SUBM ED BY: Lab Certification # 98- 0608.04 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. TEST RESULTS P = PASS, F = FAIL Project No 1952 $KETCH OF ROOF JOB 3Fo2. IJ g15S , M.St eL SHEET NO 'LOF v VA-1A) di— CONTRACTOR CHECKED BY DATE SCALE E ■ ■■■■■■ i ll ■ ■1 ■■A►71101M ■ ■ ■■■■ ■MPS■■■ i ■EFAU iii■ E\■r7I %■ ■■■ /7 %■Ir■/[4_J■s►; mom= int ■ ■r ,■■■■IINNEMIV [ir ■■■lv ■f Tti■IIMISI ■r■IE a■■iE■■IIMEE ■PRO RNIm ■uALAI■■ MEIM = ■■rIu I _ ! II I U ■m a= it■I■■ .■ !!y ■ ■L' ■■■■■I■■ � i■c, 1111/11 ■■■ ■■ ■■r■■■I■mii S ' 111111111111111111111111 Km ■■LAI CA.L r rrtalo ar _A 111111111111111111 NOTES: 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. Owner's Name and Address Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date..._.el r�1 111. iS.... 2 _._..._............_._......... ,19. $ Q Helen Goldstaul2,,___ ._. N 362 NE Street.__95 St Registered Architect and /or Engineer Name and address of licensed contactor.. B. ah... IUI.lsDYl_. &...CD._..,....ln.c. 2.811 .B W..... 7.0....AVe.,.,....Ma a i.,_.F1 33155 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 3fi2 1k .a State work to be done and purpose of building (by floors) entire roof. Presently white shingle tile and builtup gravel. Go back with same. 30 sq. and for no other purpose. New Building Remodeling Addition Repairs...XX No. of Stories 1. _ To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 725Q.00 Amount of Permit S. 15.00 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 for said be sent to...... 28 S.V. 70 Ave. , Miami, Fl 33155 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 subcontr5 rs, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) Date._ building. All notices with reference to the Notary Public, State of Florida Building Inspector My Commission Expires tile and gravel building and its construction may 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. �1 Permit No.__ / 3 Date ( L - so Read, Sworn to and Subscribed before me. to me well known, PLANNING BOARD .._ DATE Chairman Member \fcrr,bcr _ Member Member sass.. 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. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat TypeInsp'n Permit No. Name Address Compan Phone # For Inspect Correction Re -Insp' n Fee • Contractor's Name: P 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 VRe roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 0 Sloped Roof Area (ft2) UD Total (ft Job Address: 3 ON ME CIS-H‘5 o 0 Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Master Permit No. Ft. A V Ft. A V Deck type: Field: u" \ ROOF SLOPE NIP ATTACHMENT Fastener Type: SPACING Perimeter: Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS A RE =ERE (Draw details as needed) GAS VENT STACK? yEs Q NO TYPE-NATURAL 0 LPGX ROOF PLAN 123.01-78 5/00 . Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -I Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Rid a Ven i 1'on? Deck type: t MEAN HEIGHT i I h z Underlayment: Insulation: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION *30 Pik Fastener type & spacing: Drip edge: w1\ ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals 1 / 1 -1"AilAs 646uvk noi-i i Cap Sheet: 1 o 6 late Roof L JLr T1"`- Sy►wsi\ ;- `"A-Y TILE CALCULATIONS (Pmaxl: 14611 x a, (Aerodynamic Multiplier): 1 7) - Mg: 5 O = M L1 `SPCA: v It? (Pmax2: 16 l x a (Aerodynamic Multiplier): % q ) • M = M I I / I PCA: 6' ` J (Pmax3: Ib 5 x a, (Aerodynamic Multiplier): ) - M g 5 = M r3 :' I I"fI PEA: 6 ' 1 v 7 Poly Fo6uno Page -2 APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. MQ 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system). 10 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 1\` 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. I y `\ 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner' Signature is Signature 5104 APPENDIX "F" Date Rio owde, Contractor's Signature APPROVED: 02/01/2001 'A1045060 I1 pc 200011 templatei1nouce acceptance cover pass.doc Phan* • PRODUCT CONTROL NOTICE OF ACCEPTANCE Sant, Fe Tile Corporation 10302 N.W. South River Drive, Bay #16 Medley ,Ft, 33178 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile under Chapter 8 of the Code of Miami -Dade County governing :the use of Alternate Materials and Types of Construction, and completely described herein, has been recom ±vended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserve's the right to revoke this approval, if it is determined by BCCO that this product or material fails to n`.:eet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1212.06 EXPIRES: 02/01/2006 post Fai4 Note To 4 coibepc �l i 3c_ DuAigt METRO. BUILDING CODE COMPL METRO -DADE FLAGLER 140 WEST FLAGI.ER STREET,, MIAMI, FLORIDA 33130-1 (305) 375-2901 FAX (305) 375 -29n4 .CONTRACTOR LICENSING SECrioX (30s) 375 -2327 FAX (305) 375 -233$ CONTRACTOR ENFORCEMENT 005) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION 7671 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REV•;.EW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami - Davie County. Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Duildinr Comp(' (305) 375 -2902 FAX (305) 372-6339 Da y — 1-3 Olier/ Co. f ,6 FE- Pelona • X15 )77- F 5 — fj>✓ Da 50 Internet mail address: postmaster @buildingcodeonline.com tirla tiomepnge• http :/ /www.bu ildinecodeontine.corn ROOFING ASSEMBLY APPROVAL C ateoory: Roofing Approval Date: February 1. 200I. Sub- Catevory: 07320 Roofing Tiles Expiration Date: February 1.2006 Materials Deck Type: 1. SCOPE .I This renews a roofing system using Santa Fe "Santafe `" clay roofing tile, manufactured by Santafe Tile Corporation described in Section 2 of this , otice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edo ion for Miami -Dade County. For locations where the design pressure requirements, as de 4 rmined by applicable building code. does not exceed the design pressure values obtain by cal ulations in compliance with RAS 127 using the values listed in herein. The attachment calculiltions shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Santafe 'S' Clay Roof Tile Trim Pieces 2. Product Tile Screws 3. LIMITATIONS 3.1 3.2 I = 18" w = 11.5" / th 1 = varies �v = varies varying thickness Dimensions #8 x 2-'4" long 0.1 30" sham: dia. 0.178 flute dia. lI Clay Roof Tiles Wood Test Dimensions Specifications PA 114 Appendix E Fire classification is not part of this acceptance For mortar or adhesive set tile applications, a accordance with RAS 106. 3.3 Applicant shall retain the services of a M perform quarterly test in accordance with PA submitted to the Building Code Compliance 0 f;CCEPT4 NCE No. • 2 r Product Description PA 112 Onh piece high profile clay roof tile equipped with two nail holes. For nail ni *tar set and adhesive sct applications PA 1 1 2 Ac: :essory trim. clay roof pieces for use at hip's, rakes, ridges and valley terminations Manufactured for each tile prof le COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Product Specifications "Description Stainless Steel Manufacturer generic tic ft uplift test shall be perforated in Certified Laboratory to hall be ' uloaga. RRC Roofing Product Control Examiner i Tile 2 ":12" Table 1: Aerod namic Multi • , ers- X ft 3 I 4 ":12" Tile Profile X (ft) 11. Batten Applica X (fts) Direct Deck Santafe 'S' Attachment Resistance l 0.274 0.297 Tile 2 ":12" 3 ":12" I 4 ":12" p ":12" 6 ":12" 7 ":12" or Profile Attachment Resistance • . Santafe 'S' I greater 23.6 Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck I :i Deck Deck Deck !Santafe 'S' i 5 93 5.90 5.85 5 82 5 73 5.69 J 5;$6 5.53 5.32 5.29 5.03 N/A Tile Profile Tile Santafe S Approved Allt;Es NO..� 00- 3.5 30/90 hot mopped underlayment applications slope unless stated otherwise by the u literature. 3.6 This acceptance is for wood deck applications.' Minimum deck requirements shall be in compliance with applicable building code. be installed perpendicular to due t material manufacturers pub 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed ' strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations Table 2: Restoring Moments due to i3 ravity - M (ft- Table 3: Attachment Resistance Expressed as a Moment- For Nail -On Systerri One Screw 1 To Screws Application Two Nails Direct Deck 21.8 29.16' ' 38 2e Battens _ screws as noted 'Product manufactured by others' 3 I One Screw Two Screws w/ Clip I 57.31' rank Zuloaga, RRC Roofing Product Conuol Examiner w/ Cli 57. 60 61.77' Table 4: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Mortar or Adhesive Sep' Systems Tile Profile Tile Application Attachment Resistance • . Santafe 'S' I Mortar Set 23.6 Adhesive Set 61.9 Tile Profile Tile Santafe S Approved Allt;Es NO..� 00- 3.5 30/90 hot mopped underlayment applications slope unless stated otherwise by the u literature. 3.6 This acceptance is for wood deck applications.' Minimum deck requirements shall be in compliance with applicable building code. be installed perpendicular to due t material manufacturers pub 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed ' strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations Table 2: Restoring Moments due to i3 ravity - M (ft- Table 3: Attachment Resistance Expressed as a Moment- For Nail -On Systerri One Screw 1 To Screws Application Two Nails Direct Deck 21.8 29.16' ' 38 2e Battens _ screws as noted 'Product manufactured by others' 3 I One Screw Two Screws w/ Clip I 57.31' rank Zuloaga, RRC Roofing Product Conuol Examiner w/ Cli 57. 60 61.77' 5_ LABELING 5.1 All tiles shall bear the imprint or identifiable Icing of the manufacturer's name or or following statement: "Miami -Dade County Pr uct Control Approved ". i ,6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompAnied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Buildi g Official or applicable Building Code in order to properly evaluate the installation of his system. PROFILE DRAWIN4 SAIYTAFt "SA.NTAFE S" CLAY J KOOF TILE 4 Frank Zuloaga. RRC j Roofing Product Control Examiner • SAK It 11%1 T A ILE R NOTICE OF ACCEPTANCE STANDA 1 Renewal of'this Aoxptanx (approval) shall be considered after; original submitted documentation, including test supporting da eight (8) years. 2 Any and all approved products shall be permanently labeled wit the following statement: "Miami -Dade County Product Control! 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 Coc a affecting the evaluation of ttus product and the product is not in compliance with the code changes b) The product is no longer the same product (identical) as thit one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installauon of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no Ionger practicing the engineering professia'n. 4 Any revision or change in the materials, usc, and/or manufacturic of the product or process shall automatically be cause for termination of this Acceptance, unles 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 At:ceptance: a) Unsatisfactory performance of this product or process; • b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes 6 The Notice of Acceptance number preceded by the words Miami -Dade County. Florida, and followed by thc expiration date may be displayed in advertising literature If any portion of thc Notice of Acceptance is displayed, then it shall bc done in its entirety. 7 A copy of this Acceptance as well as approved draµings and other documents, where it appi:es, shall be provided to the user by the manufacturer or its distnbutors 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 bc cause fcr termination and removal of. Acceptance. 9 This Acceptance contains pages 1 through 5 END OF THIS ACCEPTANCE 5 1 1 ACCEPTANCE No. : 00- 2 CONDITIONS renewal application has been filed and the engineering documents, are no older than the manufacturer's name, city, state, and pproved ", or as specifically stated in the Frank Zuloaga, RRC Roofing Product Control Examiner 1 �UILDING LECTRICAL 'LUMBING 109FINO „ x s � / ?wner of wilding sddress of ; uilding architect = ontractor ,// Jr Builder •egal Lot )escription / , MIAMI SHORES VILLAGE. FLORIDA DATE PERMIT N? 4 Contractors License No. i∎t 4. CONTRAC I'OR OR D ....47C_____. 7 Work to be performed under this Permit ' ° 4 t , # f e.- ,� - ��, t►,'� Subdi- vision Value of Project $ Signed I !Al. _'�t'g INSPECTOR u This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application serefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, :rawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any :me 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 .ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations , ertaining to the work covered hereby whether shown on the plans or dray,gs or irythe statements, or specificati �anpY ►hat he assumes responsibility for work one by his agents, servants or employees. rr / f / Amount of , f f) Permit $ • In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations , ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- epting this permit I�assume responsibility for all work done by either, myself, my agent, servant or employee. y �'• - ' BY AUTHORITY a 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. Owner's Name and Address ... e ° MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Buildinnb Inspector 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 State work to be done and purpose of building (by floors) rt, Permit No Date Disapproved Date (Signed) 6 4 , Date el • c =l No 4 i Street e, rt- a i' S- sj. ai ? ma y Read, Sworn to and Subscribed before me. 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 $ ' v 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 permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. Notary Public, State of Florida My Commission Expires PLANNING 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. • Registered Architect and /or Engineer y 7R4 Vet n_12 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. j� Date... 3 , 19 Owner's Name and Address ....._. • W • (1 A- //. 4 No.ai Ni Street 9 s Name and address of licensed contractor J E".6 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done t4 . j work to be done and purpose , building (by floors) ..0 c: L A T itooF 01/0-z frQ k c-1. • .V7 tai .v 14f 7i a r 7 w and for no other purpose. New Building Remodeling Addition Repairs k No. of Stories To be constructed of Kind of foundation Roof Covering /Ref V 1:•C L mm �� �, ©c' Estimated Total cost of improvements $ s� Amount of Permit $ t. e 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 contract° sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection t site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such si eeakract l i work o be rformed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. 1/ Permit No tf < Disapproved (Signed) Building Inspector Chairman Member Member Date l� ' ..7 Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Notary Public, State of Florida My Commission Expires 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 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. GILDING LECTRICAL LUMBING OWING wner of nldmg_ rchitect 'ntracto - Builder ga :sscripti ddress Adding ° PERMIT N9 8411 ❑ MIAMI SHORES VILLAGE, FLORIDA 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 application refor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, awings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any ue 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 anted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations rtaining to the work covered hereby whether shown on the plans or drawings or in the statements or�pecifi ions and that he assumes responsibility for work 'ne by his agents, servants or employees. COIskRACTOR OR BUILDER Work to be performed under this Permit , A h Signed • J BY ' DATE Contractor's License No BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations rtaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. accepting this permit I assume responsibility for all work done by either,- myself,' ragent seryant or employee. AUTHORITY 1951_ 7 � Y � /A r'J7 ,, -, s r J P n Lot Bl. i Subdi- vision f p 7 141 f 1. = �, Sq. Ft Amt. of Permit $ ! r .:✓� Value of Project $ r y ' ` —t GILDING LECTRICAL LUMBING OWING wner of nldmg_ rchitect 'ntracto - Builder ga :sscripti ddress Adding ° PERMIT N9 8411 ❑ MIAMI SHORES VILLAGE, FLORIDA 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 application refor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, awings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any ue 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 anted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations rtaining to the work covered hereby whether shown on the plans or drawings or in the statements or�pecifi ions and that he assumes responsibility for work 'ne by his agents, servants or employees. COIskRACTOR OR BUILDER Work to be performed under this Permit , A h Signed • J BY ' DATE Contractor's License No BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations rtaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. accepting this permit I assume responsibility for all work done by either,- myself,' ragent seryant or employee. AUTHORITY 1951_ 7 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request pprove Name . , D , to Dat Type Insp'n Permit No. Name Address Compaq Phone # For Inspecto Correction Re -Insp' n Fee ;� ❑ ime //iNk