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ROOFINGPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date o 4SJob Address „ /612.4 oe. Tax Folio Legal Description ,,Q Historically Designated: Yes /, No N Owner/Lessee / Tenant �� r/ '2 b U 1 /(/ Master Permit # "'I Z Owner's Address �� Phone 75, ,- /44 6 • . /`�.Z , 4e7 Address /Q / 5 /� �' 1517 �l 6.5- Contracting Co. �/� Qualifier 19-14.0 - iJ .8� SS# - - Phone �j �. — 94/746 State # c 0Oct 758 Municipal # Competency # Address Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL MECHANICAI WORK DESCRIPTION Square Ft. 9C 7 Estimated Cost (value) 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. s. Signature of owner and/or Condo President Dater FEES: PERMIT k 0 RADON 5& 15 / ! / f� 't Notary as t T o ix er r Corfdaesrt Dater _p My Commiss es: t i n ° Ins. Co. ature of Contractor or Owner- uilder AVING FENCE SIGN Date Notary as to Contractor or Owner - Builder Date My Commission Expires: C.C.F. O NOTARY BOND 3 O a TOTAL DUE 3(O, 6D APPROVED: 71z' Zoning Building Electrical Engineering Mechanical Plumbing /0' Contractor's Name: 4i4eaff� //-�4� . Job Address: 83 &Le- /66 ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) Flat Roof Area (ft 0 I4 Sloped Roof Area (ft Exposure category (per ASCE 7 -88): 0 Ft. Ft. 123.01 -78 9/96 ❑ New Roof ke- roofing Deck type: !/ DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ATTACHMENT Fastener Type: / I,/ / / fL4 - S • SPACING Field: / 2 Perimeter: Sr' Corner: ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ Recovering ❑ Repair ❑ Maintenance S'SCA..4t,ee'S). Total (ft aaarti Master Permit No. Building Classification category (per ASCE 7 -88 table 1): ROOF HEIGHT AND SYSTEM DETA (Draw details as needed) Page -1 r -rr74- - -- 172 r W ROOF PLAN C 7 ME N F NMI D 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 FAX (305) 375 -2908 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 PRODUCT CONTROL DIVISION FAX (305) 372-6339 Intornot ....11 _ 4 Approved: 11/06/97 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Ruberoid® Alodifed Bitumen 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: Dynatec /r 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 -60 and the standard conditions on page 61. This approval shall no 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 jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, thc Building Code Compliance Office may revoke. modify, or suspcnd thc 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 Codc 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. " / i r ' Acceptance No.: 97-0804.14 Revises No.: 95- 1003.03 . f • t ✓ r �' Expires: I (/06/00 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 Dade County, Florid9 under the conditions set forth above. • Raul Rodriguez Product Control Supervisor Charles Danger. P.E. Director Building Codc Compliance Dept. Metropolitan Dade County 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: Modified Bitumen Sub -Type: APP and SBS Product Control No: 97- 0804.14 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers twc; ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. 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 Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 lest requirements. Contact: William J. Woodring Director of Teclmical Services (973) 628- 4134 Page 2 of 61 Frank Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 Insulation Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High E?ensity \Vood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' 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 61 Frank Zuloaga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #750 3 sq. roll 75 Ib. roll GAFGLAS #80 Ultima" Base Sheet GAFGLAS PIy 60 GAFGLAS Flex P IyTM 6 1, 5 gallons 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 lb. roll 5 sq. roll 45 Ib. roll Product Control No: 97 0804.14 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Dimensions Specification Description 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. GAF Mineral Shield® 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed Granules asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. GAF WeatherCoat® 5 gallons ASTM 1227 Surface coating for smooth surfaced Emulsion roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 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. GAFGLAS PIy 4® 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. GAFGLAS® 76 Ib. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Mineral Surfaced Cap Sheet Page 4 of 61 surfaced with mineral granules. rank Zuloaga, - Roofing Product Control Examiner Product RUBEROID® Modified Bitumen Adhesive GAFGLAS® STRATAV ENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAV ENT 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 5 gallons 60 Ib. roll various 69 Ib. roll various various various various various various various ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 11I ASTM D 4897 D 3672 ASTM D 489 D 3672 ASTM D4601, Type I1, UL Type G2 BUR PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Page 5 of 61 Product Control No: 97- 0804.14 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. Premium glass fiber reinforced SBS- modified base sheet Polyisocyanurate foam insulation. Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high d ens ity- fiberboard:orP.ermal —� perlite insult' f Zuloaga, Roofing Product Control Examiner Product Tapered GAFTEMP® Composite GAFTEMP® Composite A Tapered GAFTEMP® Composite A GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP Recover Board GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP Test Dimensions Specification various various various various various various various 1/2" thick various Product Control No: 97- 0804.14 Product Description 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. 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. PA 110 Fiberboard insulation. PA 110 Perlite insulation board. PA 110 Perlite recover board • Page 6 of 61 PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 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 .1astka-plates.-rT _ r n r uloaga, Roofing Product Control Examiner Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates 3" and 3 1/2" Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule Test Dimensions Specification 3" and 3 1/2" 1.5 sq. roll 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. Product Control No: 97 0804.14 Product Description PA 114 Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 114 Fastener for use iii gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Page 7 of 61 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 polyster 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. Frank Zuloaga, Roofing Product Control Examiner Product RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 30 RUBEROID 30 FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Built -Up Roofing Asphalt Test Dimensions Specification % sq. roll 93 lbs. % sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint 100 Ib. cartons, bulk RUBEROID MOD 60 Ib. kegs Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P ASTM D 5147 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 ASTM D2824, Type 1 Page 8 of 61 Product Control No: 97- 0804.14 Product Description ASTM D 5147 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. ASTM D 5147 Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. 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 ASTM D 5147 Woven fiberglass mat coatcd with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non - fibered. aluminum pigmented, asphalt roof coating ASTM D312, lnterply mopping and surfacing asphalt Types 1, 11,111 and IV SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt Frank Zuloaga, --... Roofing Product Control Examiner c Product GAFTEMP Tapered Various Isotherm R GAFTEMP Tapered Various isotherm RA GAFTEMP Tapered Various Isotherm RN GAFTEMP GAFCANTTM GAFTEMP GAFEDGET "' Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation Test Product Dimensions Specification Description Various Various Various GAFTEMP Recover 1 /2" thick, Board Various sizes PA 110 PA 110 PA 110 Tapered perlite board PA 110 Perlite board Product Control No: 97 0804.14 Tapered polyisocyanurate foam Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered perlite board Shingle MateT "' 4 sq. roll Fiberglass reinforced shingle Underlayment 30 Ibs. underlayment GAFTITE® ASAP 500 per box PA 114 Pre - assembled fastener and metal and plastic plates RUBEROID® 5 gallons ASTM D 3019 Fiber reinforced, rubberized Adhesive Modified Bitumen Type 111 Adhesive Page 9do! \ .. /_Franlaultiaga— - - - ---- ` " "1fing Product Control Examiner Pyrox Product ACFoam 1 ACFoam 11 Anchorbond Fastener Dekfast Fasteners #14 Dekfast Hex Plate TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Dimensions Specification various various various Hy -Therm Nai(line various Hy -Therm SP various Hy -Therm AP various Hy -Therm Stable R various Hy -Therm White various Line PA 110 PA 110, PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 114 PA 114 2 7/8" x PA 114 3 1/4" Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Insulation fastening assembly insulation fastener for steel and concrete decks Galvalume hex stress plate. Page 10 of 61 Product Control No: 97- 0804.14 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 1'CA) Construction Fasteners Inc. (with current PCA) rank Zuloaga, Roofing Product Control Examiner Test, Product Product Dimensions Specification Description Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Dekfast Fasteners 1115 Dekfast Fasteners 1112 High Density Wood various Fiberboard Pelite/Urethane Composite various Product Control No: 97 0804.14 Manufacturer PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (with current 1'CA) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) ISO 95+ Composite PA 110 Polyisocyanurate / perlite 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 PA 110 Wood fiber insulation board generic PA 110 Perlite / urethane composite • generic board insulation Perlite Insulation various PA 110 Perlite insulation board generic Polyethylene 4 niil min. Vapor barrier / Air barrier generic Red Rosin various Rosin paper for barrier generic layer on wood decks Roofing Nails Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Page 11 of 61 uloaga, Roofing Product Control Examiner Tin Caps Product MB aluminum roof coating Dens -Deck #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate 1SO 95+ E'NRG'Y -2 1SORoc Dimensions Min. 32 ga. x l'/," various 3" round various various various Test Specification PA 121 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 PA 110 PA 110 Product Description Corrosion resistant circular discs. Aluminum roof coating PA 110 Gypsum insulation board. Insulation fastener for steel or wood decks Insulation fastener steel, wood or concrete decks Insulation fastener Insulation fastener Insulation fastener and metal or plastic plate Polyolefin plastic plate Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam / rockwool composite insulation Page 12 of 61 Product Control No: 97- 0804.14 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Permal ite (with current PCA) • NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Frank Zuloaga, Roofing Product Control Examiner Product Olympic Standard 3" round Olympic Fastener #14 Olympic Fastener #12 GlasFast Fastener Paroc Base Board various Paroc Cap Board various Test Dimensions Specification Product Description PA 114 3" round galvalume Olympic AZ55 steel plate Manufacturing Group, Inc. (with current PCA) PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) Olympic 3.25" round PA 114 Polypropylene Olympic Polypropylene 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) PA 114 Insulation fastener Owens - Corning assembly with recessed Fiberglas Corp. plastic plate (with current PCA) PA 110 Rockwool insulation PA 110 Rockwool insulation Page 13 of 61 Product Control No: 97- 0804.14 Manufacturer Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) rank- all Roofing Product Control Examiner • Test Product Product Dimensions Specification Description UltraGard various PA 110 Polyisocyanurate foam Schuller insulation international Inc. (with current PCA) Insul-Fixx Fastener lnsul -Fixx P Rawl Fasteners #12 Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate 202 HS Super Prep 11 Tru -Fast DL PA 114 insulation fastener for steel SFS /Stadler and wood decks (with current PCA) 3" round PA 114 3" round polyethylene SFS /Stadler stress plate (with current PCA) PA 114 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete 2" round PA 114' 2" round galvalume AZ55 membrane plate 3" round PA 114 3" round galvalume AZ55 steel plate 3" round PA 114 3" round galvalume AZ55 steel plate for use with Rawlite fasteners PA 121 Roof coating Thermo- Materials, Inc. (with current PCA) PA 121 Roof coating Thermo- Materials, Inc. (with current PCA) PA 114 insulation fastener for steel, or wood uh -currenrPCA 'f " `. 1 { _____ Page 14 of 61 Product Control No: 97- 0804.14 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) Tru -Fast Frank Zuloaga, Roofing Product Control Examiner Product Dimensions Tru -Fast Plastic 3.04" round Plate Tru -Fast MP -3 3.23" round Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck various Test Specification PA 114 PA 114 PA 114 Insulation fastener for use in wood, steel or concrete decks PA 114 PA 114 PA 114 PA 110 Product Description 3.04" round polyethylene plastic plate 3.23" round galvalume AZ50 steel plate Stainless Steel fastener for use in steel, wood and concrete decks Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks High density wood fiber Page 15 of 61 Product Control No: 97- 0804.14 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) Tru -Fast (with current PCA) Wood Fiber industries (with current PCA) Frank Zuloaga, Roofing Product Control Examiner • Product Control No: 97- 0804.14 Test Agency /Identifier Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory MutuaA Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corp. Name Current Insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 -PA 114 Wind Uplift, FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC Corp. 4470 - PA 114 Trinity Engineering Underwriters Laboratories, Inc. Dynatech Engineering Corporation Wind Uplift PA 114 Fire Resistance Classification UL 790 - PA 114 Wind Uplift PA 114 TEST REPORTS Report FMRC 1996 J.I. OT4A 1.AM J.1. 1V8A4.AM J.l. 1 R 1 A6.AM J.1. 0T2Q4.AM J.I. 0Q6A6.AM .1.1.3X3A2.AM J.I. 0Y9Q5.AM J.1. 1B9A8.AM J.1. 3D4Q2.AM 4483.04 97 - R1306, 87NK11819 #3600.02.95 -1 Page 16 of 61 Date 01.01.96 08.26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 07.29.94 09.04.97 04.3 0.97 06.06.97 01.01.93 02.02.95 rank Zuloaga, Roofing Product Control Examiner Test Agency /Identifier Dynatcch Engineering Corporation Product Control No: 97- 0804.14 Name Report Date Wind Uplift #4482.02.95 -1 02.02.95 PA 114 Page 17 of 61 ran Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 if Membrane Type: APP Deck Type 1: Wood, Non - insulated Ncw Construction or Rcroof Deck Description: 19 / 31 " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: PIy Sheet: Membrane: GAFGLAS® #75, GAFGLAS #80 Ultima"' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFt LAS FlexPlyT "' Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 '/ tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional, required when using RUBEROID 20) one, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® PIy or GAFGLAS Flex PIy 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Surfacing: (Optional) install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat® Emulsion at 3 gal. /sq. (Torch Smooth applications only) Maximum Design Pressure: -45 psf (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 2 " :12 "; See General Limitation #3. Specification No.: Page 23 of 61 rank Zuloaga, Roofing Product Control Examiner Membrane Type: SBS Deck Type 1: Deck Description: System Type A,(2): All General and System Litnitations shall apply. Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non- insulated New Construction or Reroof 19 / 32 " or greater plywood or wood plank decks Base sheet mechanically fastened. Product Control No: 97 0804.14 GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 ' /." tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCIadTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top Inembrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 " :12 "; See General Limitation #3. Page 22 of 61 Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS Product Control No: 97- 0804.21 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other firc 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 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 eel! foam insulations when the base sheet is fully moppcd. If no recovery board is used, inst101 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 moppcd 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyauurate foam insulation, the maximum design pressure is limited to — GOpsf. 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 I1 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 solc responsibility of the contractor. 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 lI Pcnnit Application. All details shall con 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 Qcsted 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 oldie 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, arc 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 (FUT) 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 Ibs.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 adhesive, which shall comply with provision of Roofing Application Standard PA 117. Roofing Product Control :xn rr 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 In re- 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 Codc. 17 Roll good materials shall be stored on end and on a 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. 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 scctions 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.c. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.c. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) u oaga, Ronfinn Prnfbire Cnnlrnl C. em:.... CAIN Materials Corporation 1361 Alps Road Wayne, NJ 07470 Product Control No: 97- 0804.21 ACCEPTANCE NO.: 97- 0804.21 APPROVED : November 4, 1997 EXPIRES : November 4, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc 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 thc 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 thc 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 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 c Wood Deck System Limitations: 4. 'Y2 Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Product Control No: 97- 0804.14 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F) of 95 Ibf or greater as tested in compliance with Merto -Dade County Protocol 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. 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 GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS Page 58 of 61 Product Control No: 97- 0804.14 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Material's 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 the South Florida Building Code. 3 Maximum sloe 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 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 clown the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed.every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 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. 0 ran Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 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.) 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 Flashing 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 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 Ibf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibf. 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 adhesive, which shall comply with provision of Roofing Application Standard PA 117 59 of 61 Prank Zuloaga, Roofing Product Control Examiner Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 M Location and legal description of lot to be built on: Lot E 1 /1 Q-r l I Block Street and Number where work is to be done MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT a\n� Registered Architect and /or Engineer �'1 Name and address of licensed contractor 9 ®®`� t n3 I JC 5% P lo ke 3.1 SA. 14,111 wood s-sgaz.3 0 Subdivision W 4 o.Jw' S q rt 3 Ski T/ 2 e ® XV / N yj ME 100 , kt,) s State work to be done and purpose of building (by floors), state exterior colors (submit samples) — rP.a.r fir €xC I St i A Cc roo- f,., I(UtlA3 ro $ t ;1\ CV \5;5t of 36 ib Roane. SVeei Gnci apils of Gloss a,ndQ 3 ® ib e q0 ih and Tile. 1-i o+ is p fl o,I t Go 1' b U .5 't Res i dent;.1 and for no other purpose°.4 1 3% New Building Remodeling Addition Repairs No. of Stories 1 1 le �� Tb be constructed of Kind of foundation Roof Covering . ! l a/ 8 U / 1 up e I Estimated Total cost of improvements S 3 0 or) ' s 0 Amount of Permit S 5" (fin T 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 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 obligatons 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. n , Remarks (Signed) 'c�[M✓I�� STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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. Date / /S181 Read, Sworn to and Subscribed before me. Date I@ 5 19 19 No. %3 Street NE 1 00 s-t Permit No. Disapproved Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Notary Public. State of Florida MIAMI SHORES VILLAG \C, BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date..._ ._...... _ _._..__._ _ ..._._._..._.... ,19.._ _ Owner's Name and Address e e Cc) R S_. l".lAE .LSI.CI — No ......... Streeter 8 Q. IY.. .....� Q. S t . Registered Architect and /or Engineer • .... • . . All County koofi ng " N.W. I' .S : , _Street 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). Disapproved (Signed) Building In 83 N.E. 100 Street 12/3 80 4 s q . of gravel roofing _ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories 1 To be constructed of Kind of foundation Roof Covering g r a v e . l ... r o o f i n g Estimated Total cost of improvements $ 4 0 0 . 0 0 Amount of Permit $. a 0 • t7° 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 subconsr9ctors, 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 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 a plicatio and that he did sign the same, and that all facts therein by him stated are true. Permit No.__g _ 9-- - q_ Date. I - 4' 'R` Re Sw to and Subscri fore.me. to me well known, to 3 NotatrlQPAiibliRiJ�MeSAVV ORIDA AT LARGE Spector My Commission�C�i {43ctSJQu_EP.gs,.�. 60NDED THRU MI GENERAL I1NS. UNDERtWRITERS _ PLANNING BOARD DATE Chairman Member Member Member Member _..._._..__._ . _ Member Council Approved Date Disapprove 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 ore faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade 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. 10 squares NovembgL 16th, ig.2.8 owner's Name and Address Mrs. Partridge ..... ,_ _. No 83 . StreetN.E... .lQ th..Bt..._. Registered Architect and /or Engineer rat, Name and address of licensed contractor Lang... 4 ;.i??g'..LT .a.e... ... r ... inc.. ...523..N...ht.... ?1st,..Miami, Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 83 N..E. 100th Street State w rk to be done and purpose of building (b floors) Partial reroof (gravel section only) tear off existing roofing down to sheathing tin cap 1-30# felt to sheathing, mop 2 -15# felts With hOt aspbait and apply pea gravel eiillieddea" into hot asphalt. and for no other purpose. New Building Remodeling Addition Repairs REROOFINGNo. of Stories To be constructed of Kind of foundation Roof Covering ...h. -pa y...gravel ..._..� Estimated Total cost of improvements $1,000.00 Amount of Permit 5... 12..59 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 theFlorida 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 insp- tion on the s" the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subco Ors, o ork o be performed under this permit, as are licensed by Miami Shores Village. Remarks 1 �.{ C-. Permit No.__._ 2 Date t).1 _ �_ Disapproved _. (Signed) Date Chairman Mcmbcr Member ....... Council Approved Date (Signed) ,e 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 Read, Sworn to and Subscribed before me. Notary Public, State of Florida Buil • mg Inspector My Commission Expires PLANNING BOARD DATE 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. Mcmbcr Member Member ...._ �.._ 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ PLUMBING 0 PERMIT N° 8050 ROOFING VI Owner of Building Architect Contractor or Builder Legal Description Address of Building t... - Lot 0 Work to be performed under this Permit II Bl Date / C.4 1 ? 19.1.2e Contractor's -- License No. r ' Subdi- vision Sq. Ft. Value of I I Amount of Project $ # II Permit $ - k 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 ass es the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or dra trigs or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or mployees �. Signed• /,,r n 4INSPECTOR) BY In consideration of the issuance to me of this permit I agree tgahe!rform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, . statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done -b) Cher, myself, my agent, servant or employee. , CONTRACTOR or BUILDER BY AUTHORITY STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date_.._LY / 7 ,19. Owner's Name and Address .ff...3 No._/ll' / G C5treet Registered Architect and /or Engineer. Name and address of licensed contractor ax/ "get Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done. ._. `71A f O O --47 //� State work to be done and purpose of building (by floors) ' /3Q - //, - /7o ---Z and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering a-() Estimated Total cost of improvements $ SS 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) 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. Perm No S a . 1-12) Date lC-› — .__. '' Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) to me well known, Building Inspector My Commission Expires PLA 1 , SING 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 Name and address orlice ed contr%clipr Location and legal description of lot to be built on: Lot t i Block Subdivision Street andwNumber where work is to be done State work'to be done and purpose of building (by floors) Permit No Disapproved (Signed) )' MIAMI SHORES VILLAGE 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. / t— Date__ Owner's Name and Addre: • � f // l / • No ' 3 tr A-) . E street BUILDING INSPECTION DEPARTMENT Date._.. j i — �T and for no other purpose. New Building Remodeling. Addition Repairs ��\ . No. of Stories To be constructed of Kind of , found j ation Roof Covering Estimated Total cost of improvements $ • v �' Amount of Permit $ .d - 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 - contraotors 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 su •h subcontractors, on work to • : perfo • ed under this permit, as are licensed by Miami Shores Village. Remarks (Signe /ru '4-" !G� 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 ....................... to 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 sSated are true. Read, Sworn to and Subscribed before me. Date Building Inspect My Commission Expires Notary Public, State of Florida 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. KUILDING 1=LECTRICAL PLUMBING KO OFING Owner of Huilding /. ".rchitect - :ontractor )r Builder .egal )escription address of wilding MIAMI SHORES VILLAGE. FLORIDA PERMIT N? 4561 0 Lot Work to be performed under this Permit Bl /r , Value of Project $ DATF: it' 195_4 Contractor's License No. r{ Subdi- vision Amount of Permit $ 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 ierefor 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 ime 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 }tfzowledge of the ordinances and regulations :ertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specificati s and that he assumes responsibility for work lone by his agents, servants or employees. Signed. t BY r P d In consideration of the issuance to me of this permit I agree to perform the work covered herei rider 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. CONTRACTOR OR BUILDER BY AUTHORITY e 'k