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ROOFING
Date Inspection Date Appro Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request u � r av Fro) Type Insp'n Permit No. 04 Name 2o r01, Address 11 � F p q 4 C.)4- Company .co,L Phone # BUILDING PERMIT APPLICATION FBC 2001 Owner's Address City re S State Job Address (where the work is being done) City Miami Shores Village Miami Shores Village Building Department P County Miami -Dade Is Building Historically Designated YES NO • Contractor's Company Name � I 1 �' I 1 �j Phone # Contractor's Address f< 0. 6 C X . 31 t 5 City 1 1.1 t OA, l State FL._. Qualifier V (A Lk. C l ( K $ Value of Work For this Permit 4 -2-Hoc) Number of: Bays Stories Families Bedroom Type of Work: ❑Addition ❑Alteration :New Describe Work: z? & a $ A A `L rep Jak' a ' ILA4 r() 0 b ik t - 1 - t i,( y-6)(4)- > - 5 (-' kV County Escrow Fee $ * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee Calculation - ' ' Ago Permit Fee $ O, Cb Tech $ qs Education/Training Fee $ Code Enforcement $ Bond $ . Minus Plans Check Fee $ 4.i 4 Zip 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. a i' ZCC U "510 Master Permit No. Permit Type (circle): Building Electrical j c � trical Plumbing � Mechanical �—`� C 5.:) Owner's Name (Fee Simple Titleholder) 1 1 ' e eA - 1 Phone # -('�) C v a 1 E b 5 WE eJr.- h P4- 33 )3e Tenant/Lessee Name Phone # H 5 j' E cf Zip Zip Phone # 2i3 o5 r75L/ )/q/ 33153 Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State Zip Square Footage Of Work: Baths Repair/Replace t ❑ Demolition � I\ � n P l•ci' c Per mits * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Notary $.--- Scanning $ Radon $ .� Fee Totals $ o � • �b-� (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO'VI'Vi IENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ignature Owner or Agent The foregoing instrument was acknowledged before me this 3 . The f. day of ZeC , 20 C6, by` // fl ` Q PheGU I f , day who is personally known to me or 1,76ho has produced Id . who ' . ersonally As identification and who did take an oath. NOTAR Sign: Print: My Commission Exp APPLICATION APPROVED BY: Chc6 /17/03 Mabel Vargas NOTARY CDmmis Atlantic Bonding Co:, Inc. Signature Si P qua gulatO iv instrument was ac APR 1 2004 Contractor as lentification Zoning own to me or who has produced id take an oath. 4•T P te'. My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *j 4 4 . ****** ** *** ** ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner J Master Permit No. Contractor's Name Job Address K ow Slope ❑ Asphaltic Shingles ❑ New Roof Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application F Section A (General Informatio Process No I wo, e 1 15 Ai Eij*t- ROOF 0 4— S CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ROOF TYPE ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes • ARE THERE ❑ Prescriptive BUR - RAS 150 GAS VENT STACKS? YES D NO D a TYPE- NA'TURi AL ❑ IMAM ❑ k 3 /1 11e- Rooflng ❑ Recovering ❑ Repair ❑ Maintenance . 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Design P the Specific NOA . :. V,jood • Gauge/Thickness: 5 /4). 1 I SbPe: 0 Anchor/Base Sheet & No. of Ply(s); Top Insulation Layer. • . Top Insulation Size and Thickness; Top Insulation Fastener/Bending Material: Florida Building Code Edition 2002 V Hurricane Zone Uniform Permit Section C (Low Sloped Roof System) alp Insulation Base Layer, Baselnsulation Size and Thickness; Base Insulation Fastener/Bonding Material: Base Sheets) &'No. of Ply(s). Base Sheet Fastener/Bonding Material: Pty Sheet(s)8 No. of Ply(s) 2310.�S Plykhe nastet /bonding Material: Top Ply : ff �A F FR MO d j 1 ed •11- tukteil TopPly o r ,, r/ onding Material: Surfacing: Fastener Spacing for AnchorfBase Sheet Attachment Field: - . @1-&P, !Mows a �d'oc Perimeter: 1_3_" co @ Lap, # Rows ! Q & ' oc Corner:.• oc lit Lap, # Rows & _1" oc Number of Fasteners Per Insulation *Board Wi Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge . Termination, . Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thldmess, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16: 6AF FR Modi - fie f 4 131+ ikmen 3-A39ex1v dri iv h Mean Roof Height Form. � s beh9 �1 --- '15 base a 1 xb v- Sain+ 44 4 / ?4 , 4438. Work Sp p o e'4 , A ly hoar, !' d,,,_ d SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Illy, 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High • Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. i\fk‘k 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). Mt. 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. tVik_ 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. K, 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. V\q& 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. WUR 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. CADOCUUSI C— Ikmp1LOCALS- 1%TempZECTIO? 0, 04 V PIA 1 40Z4VAL Date Contractor's Signature MIA M IDADE BUILDING CODE COMPLIANCE OFFICE OICCO) • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 h I�» MIAMI-DADE COUN'T'Y, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable ntles and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in NI jar,:i Dade County and other ar aa.s where allowed by the Authority 1-laving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AT-1J (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shalt be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02 -0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03- 0501.02 Expiration Date: 11/1)6/08 Approval Date:10 /23/03 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix'' Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof .Coating (Matrix M System Pro Aluminum Roof Coating Fibercd 301) GAF Jetblack All Weather Plastic Cement (MatrixTm Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex Plyl 6 GAFGLAS Ply 4® GAFGLAS®Mincral Surfaced Cap Shcct ( iFGLAS® STRA'I'AVENT® Eliminator Perforated Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 60 lb. Bags 1001b. bags 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (.l meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 Ati' I'M D2178 ASTM D2178 ASTM D 3909 ASTM D3672 ASTM D 4897 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield() Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 2 of 32 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - Weld "'r Smooth RUBEROID® SBS Heat - WeIdTM Granule RUBEROID® SBS Heat - WeldTM 170 FR RUBEROID® SBS Heat - WeIdTM PLUS RUBERO1D® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - We1dTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUI3EROTD MOP 170FR RVI3EROID MOP FR RUI3EROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37") ASTM D-6164 wide 1 meter (39.37 ") wide 39.37' (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37' (1 meter) Wide 1 sq. roll 87 lbs. 39.37' (1 meter) Wide 39.37' (1 meter) Wide 39.37' (1 meter) Wide 39.37' (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM 134601, Type 11, UL Type G2 BUR ASTM D 3019 Type Ill ASTM D -6164 ASTIV1 D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SRS - modified base sheet Fiber reinforced, rubberized. Adhesive Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer-rnodified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. NOA No: 03- 0501.02 Expiration Date: 11/06!08 Approval Date:10/23 /03 Page 3 of 32 Product. RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 1701 -R TORCH Ruberoid® 20 Ruberoid® 30 Rubcroid® 30 FR RUIEROID® ULTRACLAD® SBS RUBERO1® Dual FR. Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUI3EROID MOD Asphalt, Asphalt L & Asphalt P Shingle- Mate" Underlayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide . 5 gallons 5 gallons 1001b. cartons, bulk 601b. kegs 4 sq. roll 30 lbs. 1.5 sq. roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM 1)312, Types I, II, III and IV . Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty; polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. 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 surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file 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. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlayment ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlayment. NOA No: 03- 0501.02 Expiration Date: 11 /06/08 Approval Date:I0 /23/03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeathcrCote® MB +(Matrix 715 MB Coating) TopCoat M73 +(Matrix 715 MB Coating) WeatherCote " (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro S13S Flashing (Ruberoid®MB) Matrix 102 Select S13S Adhesive (Ruberoid ®113) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Test Dimensions Specification 1 sq. roll ASTM D 5147 103 lbs. 1 sq. roll ASTM D 5147 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM 1)3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM . D 2824 ASTM 1)2824, Type I ASTM D 3019 Type 111 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non- fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 5 of 32 APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAl~ I'F,MP® Fiberboard GA1; I'EMP® Pennalite GAFTEMP GAFCANTT`r GAFFF,MY Permalite Recover Board GAFTEMP GAFEDGErm Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line AC.Foa►n I, II & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelite/Urcthane Composite Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRC }'Y -2 PLUS, UltraUard Gold TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanuratc foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum hoard Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 6 of 32 . APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. • 4. 5. 6. 7. 8. 9. 10. 12. Product Name GAFTITE® (Drill -Tee®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTirE® (Drill -Tec®) ASAP GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Drill -Tec® Plastic) Dekfast Fasleners #12, #14 & #15 Dekfast Hex Plate Dekfast Lock Plate #12 Roofgrip Fasteners Metal Plate 11. Gearlok Plastic Plate Glasfast Fastener . TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galval stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Dissensions 2 7/8" x 3 1/4" 3 "x 3' /a" 3" round 3" square 3.2" Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer ('With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3'/s" GAF Materials Corp. 3" and 3' /z" GAF Materials Corp. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :l0 /23/03 Page 7 of 32 .. APPROVED FASTENERS: Fastener Number 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru-Fast 22. Tru -Fast Plates 23. Tru-Fast Plates EVIDENCE SUBMITTED: Test Agency Trinity Engineering PRI Asphalt Technologies, Inc. IRT of S. Fl. IRTofS.Fl. Product Name TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Factory Mutual Research Corp. Current Insulation Attachment Requirements Factory Mutual Research Corp. FMRC 4470 - PA 114 Wind Uplift PA 114 GAF - 020 -02 -01 02-005 02 -014 Manufacturer Dimensions (With Current NOA) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS /Stadler 3" round 3" round 3" round 3" round SFS / Stad.ler SFS /Stadler The Tru-Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. Description Date FMRC 1996 01.01.96 J.I.1B9A8.AM 09.04.97 J.I. 3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 ASTM D 4977 02.01.02 TAS 114 01.18.02 TAS 114 03.22.02 NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 8 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Vs" Dens Deck or 1/2 Type X gypsum hoard is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1.. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay andlor recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 he at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attaclunent of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shalt utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard .RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perirneter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall he permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this (imitation is specifically referred within this NOA, General Limitation #7 will not he applicable.) 10. All products listed (herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 32 of 32 l' 0 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Base Sheet (Optional): One or more layers Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. 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). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more tayers of "Ruberoid Torch" ( smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gat /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. rein. Base Sheet (Optional): One or more layers of Type 61, G2 or 63. 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). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Phu" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more layers pertite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, 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). . Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9.• Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or [Hare layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 incline: 1/2 Insulation (Optional): One or rnore layers pertite, glass tiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. • .r Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS • S" Pty 6" hot mopped in place. J-.' Membrane: "Ruberoid Torch FR" (granule). y. Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or 4 GAF Weather Coat Emulsion at 3 gal /sq. ^ 11. Deck C -15/32 Incline: 1/2 '* i, Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, �° any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or r . »GAF Weather Coat Emulsion at 3 gal /sq. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU).— Continued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more Layers of Type G2 "GAFGLAS 475 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGI AS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood tiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more tayers of "GAF GLAS Ply 4" or "Ply 6" hot propped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 *- Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Street: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). . Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or 63 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of type G -2 or 6 -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or 62, hot propped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cotd applied adhesive at 1 -1/2 gat /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #15" (Type G2), mechanically attached. -�, Miami Shores Village Building Department Owner's Address 440 N. E. 94 Street 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical ( n Owner's Name (Fee Simple Titleholder) Mary Goodenow Phone # (305) 757 — City Miami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 440 N . E . 94 Street City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO X $ Value of Work For this Permit &700.00 901b. felt. Reinstall tiles removed. Zip 33138 Contractor's Company NameQuality Roofing Contractor Phone # (305) 751 -0382 Contractor's Address 13800 N. W. 1st Avenue City MIami State Florida Zip 33168 Qualifier Carlos Arocho Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Repairs Type of Work: ['Addition ❑Alteration ['New ® Repair/Replace ❑ Demolition Describe Work: Repair leak on tile roof, will remove about 35 tiles and install new 301b. felt, seal with membrane and contact roofing cement the * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ ' Permit Fee $ f OQ • 0 6 CCF $ . b 0 CO /CC Notary $ U \ Training/Education Fee $ e Cak 0 Technology Fee $ ? 1 S !J Scanning $ 6 , t Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ S i . 3 6 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is •issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 1 c = ! ILkft wner or Agent The foregoing instrument was (roc. before me this 7 day of c� ,,,z , 200(i, by Mc4ry lroo J- t who is personally known to me or who has produced As identifi • ation and whoflid take an oath. NOTARY PUB C: Sign: Print: My Commission Expires: ;� P�'• MARYLOU HERNANDEZ MY COMMISSION # DD 060579 * * * * * * * * * * * * * * * * * * * ** !* ,lt. * EXPIRES:Oco e� 0 , 0 ,� ,t ** ViVEMMIMPSTic Underwn ers Chc 12/15/03 *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Signature c< - Contractor The foreg 'ng instrument was acknowledged before me this ''5 day of , 20 P V, by P r/7 r/ co ' o(/ , who is personally known to me or who has produced as identification an ho did take an oath. NOTARY PUBLIC: Sign: Print: -7,, ..' MAHYLOU HE DEZ rl:�•:' My Commission Exp#t'Ws: ;a) 1n•,. COMMISSION OMMISSION # DD 060579 -' EXPIRES: October 10 200 ** i ,ttriE * ** *ell �1 fi�` *��r'� * * * * * * * * * * * * * * * * * * * * * * * * * * * * * lt Competency Holder) State Certificate or Registration No. Certificate of Competency No. *, ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** lans Examiner Engineer Zoning '; MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date i X 22 � {� r Type Insp'n r IfO I 1cpa Permit No. vP 0+-16181 Name etSi I Address �1 `10 N q 454 Company Qk,c1 ,7 v Phone # Inspection Date Approved Correction Re -Insp' n Fee MIAMI SHORES VILLAGE 5T BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ; Type Insp' n ° 11 nn 1[i ((OFT/ / k(TO r Permit No. �i2 0 "' -3q Name it i ' ; u r Address U L N? Company q ° i�'v i Phone # Inspection Date I fPj7 Approved Correction Re- Insp'n Fee Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/16/2004 Applicant: CYNTHIA RHEAULT Owner: RHEAULT CYNTHIA JOB ADDRESS: 115 NE 94 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060132870 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -510 Contractor's Address: P.O. BOX 531051 Permit Status: APPROVED Permit Expiration: 10/13/2004 Construction Value: $2,400.00 Work: TEAR OFF AND REPLACE FLAT WITH NEW BUIT UP Page 1 of 1 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 15 & W4OFT OF LOT 16 Fees: Description Amount FEE2004 -4007 Building Fee $250.00 FEE2004 -4008 CCF $1.80 FEE2004 -4009 Training and Education Fee $0.60 FEE2004 -4010 Technology Fee $6.25 FEE2004 -4011 Scanning Fee $9.00 FEE2004 -4012 Notary Fee $5.00 Total Fees: $272.65 Total Fees: $2.65 Total Receipts 0:00 aaa. bs 42 Signed: (Contractor or Builder) BY: Z 19 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): I ' I I I I I I I I I I I I I _ ! _ II III I 1 l I ( I 1 I I II 1 1 1 1 1 1 1( 1 1 1 1 1 1 I_l I_L 1IJ _!_ 1 I i I _ i _II_I _i 1 1 _1 1_ I II_ i 1_ I _ I , ' _ 1_1_1_1_1_1 - 1] 1 — I 1_I _I i1_I_ i l I ll_L_ 1 __1 1 1_1_ 1 1_ � 1` l I I -1 - -I ) i 1 ' 1,1_1 1 _I__I 1 --- I - _i 1-1- - _--1_11_1_ l_I I ■ _ I__ 1 1 111111II111 I_I_1111111 1__l_' 1 IL1iI_I J 1I 1 ' IIIIIIIIII 1 IJ I.1 1 I_1 -1_1__ -J 11 I_l 1_1_111_ J L LJ -I 1 I l l LLrLLI -1- I-'-1--'- � 1_1_1_ I -i 1_ I_1_I_∎_I_'_ 1_1_1 1 _1 I_ f_1__I__'.J_i_ 11 1 I L I I l _ - I i_!_I_I_I_i _! 1 iI I I i __ 1 I _i_ l I- i_I _ __i_I J_ [I_ i_I _1 , - 'I_iJ_I ! -1- L . 1_L I _- 11_ L.L I _L_ ! I 1 1 i_I i 1 _ _ LI ? +I_ 1 _ _L' L_I J 1 '-1- 1_J 1 _ I _ ! 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I _ LLI--LI_.JLLI_I_._1_I_i_JJ_LL° J 1_1_1 1 1 1 1 I U U I ■ _L ■ — '- - I __I_ I_i_1_ _ I !_ I I , J_ _L I I ! i I LI LEI _1__U 1 L 1 1L! — 1 I I IJ 1I_I -_i; I I ! ! 1 1 I 1 J' I L I _._ .__._ - 1 1 1 I ■ A . I 1' I ; 14 71.. l L_I ;_I_1_ _L U__I[I� I I I L LI I_I�_I_ I t F JJ 11" ! _ _ 11 1_I I - I_j_ - 1_ 1 I ail I LI- ii _(_I_ 1_11�-- 1i _ 1! _ ! L f_ - rri' 1 1 ! , 1 _ , I � J I I ,- Il 1 1 J L_! 1 1 1I I 1 I — 1 1 C i_l I i - 1C 1 1 - 1I 1 1 ! 11 1 1 1 1 1] LI_I_ 1_I-- 1 1 I 1 ∎ ' I i I _ 1 I � 1 -_ _ _ I l l t I [I f I I 1 - i l ii I — I l 1� 1�I JI i _ l 1I i i I 1 I _i�, 1 -1 i _ 11IIIt I I II ∎ I 1_ 1 �"T L i } N 161 __ � _(_! t__•1 _ L IIi_ J1 - -I I I !Ill l 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section A (General Information) Master Permit No. Process No. Contractor's Name: Job Address: Quality Roofing Contractor, Inc. 440 N.E. ❑ Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 Low slope roof area (ft. Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles Other: Repair Roof Type ❑ New Roof ❑ Re- Roofing ❑ Recovering Are there Gas Vent Stacks located on the roof? ❑ Yes d No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft. Section B (Roof Plan Repair ❑ Maintenance Total (ft.') Repair El dhesive Set Tile El Wood Shingles/Shakes Page 1 of 1 Page 2 http:// www. miamidade. gov/ bldg /roofing_permiting /permit_app_section_a.HTML 6/9/2004 1 Owner's Notification for Roofing Permits issued under the Florida Building Code al3LC.n -DA E COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing Considerations Page 1 of 1 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govem 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 owners initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) 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. /"°0 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not over oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. AO 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. (o' i Owner's gent's Signature Date Contractor's Signature http: / /www.co miami-dade.fl.us/bldg/roofing_permiting/owner_notification.html 6/4/2004 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/14/2004 Applicant: MARY Owner: JOB ADDRESS: 440 NE 94 Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 -0382 Parcel # 1132060140330 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -798 GOODENOW ST Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 6 & 7 Permit Status: APPROVED Permit Expiration: 12/6/2004 Construction Value: $700.00 Work: ROOF REPAIR BY: Page 1 of 1 BLK 51 LOT SIZE 100.000 X Fees: FEE2004 -6039 FEE2004 -6040 FEE2004 -6041 FEE2004 -6042 FEE2004 -6043 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $6.00 $109.30 dlY • Total Fees: $1_99.3,9_0(\(\- Total Receipts: $ &T0 2 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. C•I•V•1•1. E•N•G•I•N•E•E•R All Dade General P.O. Box 660551 Miami Springs , Florida Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 TILE UPLIFT TEST Residential Home 1216 Northeast 93 Street Miami, Florida Information provided by client: Permit Number: BP- 2003716 Date Completion: December 04, 2003 Roofing Contractor: All Dade General LG Engineering Services, Inc. Project Number: LG03 -2079 (Testing Laboratory Certificate #00- 0224.07) December 9, 2003 In accordance with your request and authorizatiori, a representative ofLG Engineering Services, Inc. completed the Roof Tile Uplift Test for the rear addition at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding ofmoi or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Wave Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof the in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. Date Type Insp'n Permit No. Name Address Compan Phone # I MIAMI SHORES VILLAGE n BUILDING DEPARTMENT Q 305- 795 -2204 V) Building Inspection Request For Inspector 2 ' l ` I P3 Name & Date Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPAR ENT 305- 795 -2204 Building Inspection Request % r Date �. %�� -% i Time TypeInsp'n�� . � u Permit No. ��. ') (1) - -. Name c _ Address 7Th, A . ; / Phone # For Inspector: 2 " f Approved Correction Re- Insp'n Fee ❑ Name & Date LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. hamad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 1216 Northeast 93 Street Miami, Florida Test Number Test Load (lb1) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 1 1 1 Report of TILE UPLIFT TEST for Residential Home 1216 Northeast 93 Street Miami , Florida Project Number: LG03 -2078 LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG03 -2078, Page 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MIAMI SHORES VILLAGE �Q BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat: i ' _ Time Type Insp'n CO 1 1 c Permit No.� - 1 1(0 Name Address \ J ) Company CSI 1 DCde Phone # g co Zc\ For Inspector: 18 21) Name & Date Approved Correction Re- Insp'n Fee 73 For Inspector: )21) Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE .� BUILDING DEPARTMENT ; 305- 795 -2204 Building Inspection Request Datel i H Time Type Insp'n � �f ` ` v. 1 : Permit No. 'i" / a 1 { Name Address r Company X1 11 CO Phone # � (O q( CO 2 Name & Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE <<' '' 10050 N.E. 2nd Avenue ;Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fay: 301M-8972 Date i-; 1 t 3 Job Address / b I f 9-3 , t Tax Folio Legal Description Historically Designated: Yes No e Owner/Lessee/Tenet J- /15c(e k - Master Permit # 1 2/w Owner's Address /;1/1, 7V r� 93 S ( Phone Contracting Co. 4 1 / ) 4' ck p ``' s A /e2 t-/ / <V ( ( Address Qualifier c2 y Q )(14 •1) State # r Municipal # ss# ) / Phone dOS 7 ' / 1 y p Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. 7"i 3r) Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING / R.47 r c ( e crr� Estimated Cost (value) 70 Square Ft. 3 O WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. Signatur o� f owner t7/di'�d. esisent Notary as to Owner and/or Condo President My Commission Expires FEES: PERMIT 6 ® • RADON C d G APPROVED: Date Sigr)afu Date c ( 733'2 7 Date r of Contractor or Owner Builder ,1r ., Notary as to fContra O 1PERE My Commis ExY PUBLIC - STATE OF FLORIDA COMMISSION* CC883617 BONDED E THRU AS 2 8800 3 NOTARY1 - Date NOTARY BOND TOTAL DUE b Q Zoning Building _ Electrical Mechanical Plumbing Structural Engineer r Miami Shores Village 10050 NE 2nd Avenue Printed: 5/5/2003 Applicant: DONNA GUSTINGER Owner: GUSTINGER ` DONNA JOB ADDRESS: 1216 NE 93 ST Parcel # 1132050270160 Signed: c. Signed: (INSPECTOR) Building Permit Phone: 305 - 795 -2204 Permit Number: BP2003 -716 Contractor ALL DADE GENERAL CONST INC Contractor's Address: 3451 NW 16 ST Local Phone: 305 - 637 - 0209 Page 1 of 1 Legal Description: BAY LURE PB 44-63 LOT 3 & W25FT LOT 4 BLK 2 LOT SIZE IRREGULAR Fees: Description Amount FEE2003 -2666 Building Permit Application Fee $60.00 FEE2003 -2667 Inpector State Educational Fund $1.93 Total Fees: $61.93 Total Fees: $61.93 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 11/1/2003 Construction Value: $2,700.00 Work: NEW ROOF In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. (Contractor or Builder) BY: MAY-01-03 1 c : 1 2 PM 78474M 1 roJ U�2dd0 ..:79 :656i50 • 891 7722 ■11117411■ aglow. elm .11Ir PloAds 13u1 1p ode itlon �OOZ V MvAcans Zons (lnttpnn Pim it Form. Sectlgp A jamaral Inforrnelgal Master Pmnit No. ,... . procat$ No• --- - - Contractors Name 4. L LIU„gAAi Ted a ` _ ,s 7 A — ,Job Address c L2 /G E . 95 249 STeigrr l� 5'Nase s f� D tram Stop. CI Walk Shingles 11114:w Root ROOF CATEGORY 0 Mechanic/ft Fastened 111. 0 Metal Pandr*NinOtss f MorlarfAdhesive Sot Too 0 Wood ShNnMlsstshaba D Prsesript{ve StUR#S *50 ROOF TYPE 0 rt.•Rvottng O Recovering C] Repair 0 Mdrn nsnce . ROOF SYSTEM INFORMATION Lew mop. Roof Ares (IF) CAM SNOW Rosh Arse (SF) Total (SF) R §aatlor%.B (Rapt Mani skew skewl Roof Plan: Mushsb all levels and section. noel drains, s ovsrrbw Scuppers and overflow drains. tndude dimendons of ssalions Nvs* drlarty Man dintensions of devilled pressure zones and location of parapets. P.01 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ne) 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. . Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be r ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring 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. un Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vi wed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the optioggf maintaining this appearance. / e5. Ponding Water: The current roof system and/or deck of the building may not drain well and may ca 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 origin ; roofing system is removed. Ponding conditions should be corrected. _ . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overl : aded 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 accor' : I ce with the Florida Building Code, Plumbing. . Ventilation: Most roof structures should have some ability to vent natural airflow through the rior 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. /1 er'sg 1� /A ent's Si ature Date ontractor's Signature CiDOCU91E- MmpeLOCALSdtTemptS£CTION I52Ldoe Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: 12 Section D (Steep Sloped Roof System) Ridge Ventilation? Steep Sloped Roof System Description 44" 7/4- w t) o ype Underlayment: Deck Type: nsulation. Fire Barrier. Mean Roof Height: 3 D 22 4.57/ A astener Type & Spa dhesive Type ype Cap Sheet: cing: /IAA/ offs 7s PiAll? f61 oof Covering: Type & Size Drip Edge: 97/ pijf /i 3 X3 2 k. 6givr Roof System Manufacturer: 311 S 0 nr •-t ff A P , ' of � t.- z d le Notice of Acceptance Number: -tit ® 2.-- ®9 ®G . 11 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the NOA Specific System): n. 4 Method of tile attachment: Pdh F®q/4p - pab ?'r a Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: 12 Section D (Steep Sloped Roof System) Ridge Ventilation? Steep Sloped Roof System Description 44" 7/4- w t) o ype Underlayment: Deck Type: nsulation. Fire Barrier. Mean Roof Height: 3 D 22 4.57/ A astener Type & Spa dhesive Type ype Cap Sheet: cing: /IAA/ offs 7s PiAll? f61 oof Covering: Type & Size Drip Edge: 97/ pijf /i 3 X3 2 k. 6givr Where to Obtain Information . Description Symbol Where to find Design Pressure PI or P2 or P3 . RAS 127 Table 1 or by an engineering analysis prepared by PE based onASt 7 . Mean Roof Height H Job Site Roof Slope if Job Site Aerodynamic Multiplier a, NOA Restoring Moment due to Gravity M NOA Attachment Resistance M, NOA Required Moment Resistance MT Calculated Mmemum Attachment Resistance F NOA Required Uplift Resistance P. Calculated Average1i1e Weight W NOA Tile Dimensions 1= length w= width. NOA AR Cans must be submitted to the Balbbng Official at the time of permit app&atim M Required Moment Resistance* 15' 20' 25' 30' 40' � Sh I 2.12 34.4 36.5 382 39.7 42.2 &12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 84.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 282 30.0 _ • 444.3.cso elf .. ?tic eta 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for M the values from M Rthe Mr valves are greater than or equal to the Mr values, for each area of the root; then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P 47,6 x710,267 = 13 )- Mg:6.80 =m 6.2 NOA M (P x10.267 = 27 ) - Mg: 6.80 = A!l 6.2 NOA M 86,61 (P x10,267 = 27 )- Mg:6.80 =M, 6.2 NOA bit 86,61 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below 3144 NOA Alr 86.61 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the root, then the tale attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (pt: xI: = x w:_ ) -W: cos 0: = F NOA (Pt: xl: - x w:= ) -W: cos 9: = F NOA F (P3 : x l: = x w: _ ) - W: x cos 9: = Fa: NOA F FROM. M1AM1•DAC7E BUILDING CODE COMPLIANCE OFFICE (BCC()) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA) Hanson Roof Tile d.b.a. Pioneer Concrete Roof Tile 1340 SW 34' Ave Deerfield Beach, FL 33442 (WED) 3 19 2003 13:O1/$T. 12 : 59/N0. 5112431386 P 1 MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563' • (305) 375 -2901 FAX (305) 375 -290g SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami -Dadc County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or.material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves thc right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein. and has been designed to comply with thc High Velocity Hurricane Zone of the Florida Building Code DESCRIPTION: Palema Double Roll and Hacienda Double Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thc job site at the request of thc Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 1 FROM ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tile Material: Concrete 1. SCOPE This renews a roofing system using Hanson 'Pa lema Double Roll and Hacienda\Roof Tile, as manufactured Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. • 2. PRODUCT DESCIUPTION Manufactured by Applicant Hanson Palemn Double Roll Tile I•Ianson "Hacienda" Trim Picccs Product Wood Battens Tile Nails Dimensions Length:. 16W' Width: 13" %3" thick Length: 17'/4" Width: 13" %" thick Length: varies Width: varies - Varying thickness Dimensions Vertical' Min. "x 4" Horizontal Min. 1"x 4" for use .with vertical battens or Min. 1 "x 2" for use alone Min. 10dx 3" Test Specifications TAS 112 TAS 112 TAS 112 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS (WED) 3 19 2003 13:01/ST.12:59/N0.5112431386 P 2 product Description • Low profile, interlocking, extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive sct applications, Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tilt profile. Test Product Specifications Description Manufacturer Wood Preservers Salt pressure treated Generic Institute LP — or decay resistant lumber battcns TAS 1 14 Appendix E With Current NOA) Corrosion resistant screw or smooth Generic shank nails (With current NOA) NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 2 of 6 1 Table 1: Aerodynamic Multipliers - X (ft) Tile Profile -- .X (ft Batten Ap plica tio n X (ft Direct Deck Application Hanson Palema Double Roll and Hacienda Tile 0.267 0.289 ,FROM , Product Dimensions Tile Screws Hurricane Clip & Fasteners 3. LIMITATIONS #87( 2 W' long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. " width Min. 0.060" thick Clip Fasteners Min. 8d x 1 %+" 4.2 Data For Attachment Calculations Test Specifications TAS 114 Appendix E TAS 114 Appendix E (WED) 3 19 2003 13:02/ST. 12:59/N0.5112431386 P 3 Product Description (Wanufacturer Corrosion resistant, coated, square drive, Generic galvanized, coarse thread wood screws (With current NOA) Corrosion resistant clips with corrosion Generic resistant nails, (With current NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayrnent shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayrnent applications may be installed perpendicular to the roof' slope unless stated otherwise by the underlayrnent material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson 'Palema Double Roll and Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 Table 3.: Attachment Resistance Expressed as a Moment - M1 (ft-Ibt) For Nail -On Systems Tile Profile Fastener Type • Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Palema Double Roll and Hacienda . Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 • 1 -10d Smooth or ' Screw Shank Nail 8.8 . 11.8 4,1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw , . 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 - 10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 - 24.2 1-10d Smooth Cr Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) - 35.5 35.5 34,8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 .. 2 - Od Ring Shank Naiis' 43.0 67.5 50.9 1 Installation with a 4 tile headtap and fasteners are located a min. of 2W from head of tile. FROM. (WED) 3 19 2003 13:03/ST. 1 2 :59/NO. 5112431386 P 4 NOA No.: 02- 0916.11 Expiration Date: 12/16/01 Approval Date: 12/19/02 Page 4of6 • Table 2: Restoring. • 3": 12" Moments 4 ": 12" due to Gravity 5 ": 12" - M (ft-ibt) 6 ": 12" o Tile Profiie 7 ": 12' • reater Hanson Palema Double Roll and Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck B4ttens Direct Deck Battens Direct Deck 6.22 5.92- 6.80 .5.82 ,!' 6.69 5.70 ' 6.55 5.56 6.39 5.41 FROM. (WED) 3 19 2003 13:03/ST. 1 2 :59/NO. 5112431386 P 4 NOA No.: 02- 0916.11 Expiration Date: 12/16/01 Approval Date: 12/19/02 Page 4of6 • Table 4: Attachment Resistance Expressed as a Moment M (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Adhesive 26.1 2 See manufactures comp n onent approval for installatio requireents m __ - 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. _ Po 4oam Product, Inc. Average weight per patty 8 grams. Table 4A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Polyfoam PolyProTM 86.61 Polyfoam PolyPron 45.5 4 Large paddy placement of 54grams of PolyProTM. 5 Medium paddy placement of 24grams of PolyPro TM. Table 4B: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) For Mortar Set items - Tile • Profile Tile Application _ Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Mortar Set' 20.60 ',FROM., (WED) 3 19 2003 13:03/ST. 12:59/N0.5112431386 P 5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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 Building Official or applicable building code in order to properly evaluate the installation of this system. VOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 of 6 • FROM. PROFILE DRAWINGS HANSON PALEMA DOUBLE ROLL ROOF TILE . FASTENER HOLES UNDERLOCK HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE (WED) 3 19 2003 13:03/ST.12:59/N0.5112431386 P 6 OVERLOOK NOA No.: 02 -0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 FROM MI ADE . 11111 PRO DUCT CQNTRO� NQ's CF F ACCEPTAN Polyfoam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383-1132 ACCEPTANCE NO..: 1 -t,151141- APPROVED: 06/14/2001 (MON) 4 7 2003 9:58/ST. 9:53/N0.5112431707 P 1 MIAMI - DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPIJANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. r'I.ORinn 33130- 1163 (305) 375 -2901 FAX ()OS) 371.19oll CONTRA LICENSiNC. SECr1 «v (305) 375.2527 FAX (305) 37S -2551 CONTRACTOR Div(SION ( FAX (305) 375-290g PKODuGT CONTROL DIVISION 17(15) 375 -2 PAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethcnc Foam Adhesive . under Chapter 8 of the Code of Miami -Dade Countygoveritiing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade,. County Building Code Compliance Office (BICCO) under the conditions specified herein. This NOA shall_ not be valid .after ..the ,expiration date stet/ 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 reserves the right to revoke this : approval, if it is determined by BCCO that this product material .fails #o meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by_ the manufacturer. EXPIRES: 9S /lt9/Zono Raul Rodriguez Chief Product Control Division THIS IS THE COViMRSI. AA DITIONAL P.ACF;S FOR S'(,�`,C1F U AND ;N1:RAL CONDJTIONS BUILDING CODE & PRODUCT REVIEW CoMMtlittE This application for Product Approval has been revievvedd by the BCCO and ; approved by the Building Code and Product Review Committee to be used in Miami =Dade County, Florida under the conditions Set forth above, • Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 14045000 11pc20O011aempbeadnodee seeipaeun m.a pagadoc Internet mail address: postmusterJbuildin jeadeonliuc .cam Homerntic: heeoJ /wwwlnuihlinar i Arne Perm FROM • J Po>vfoom Products. Inc. ROOFING ASSEMBLY APPROVAL Category:. Roofing Sub Catctory: * Roof Tile Adhc;ivc Materials; Polyurethane . 1. SCOPE This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as. described in Section2of this Notice of Acceptane. For the locations where the design pressure requirements, as.deterrincd by applicable building.code, does not excced•the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, loiv, and high profile roof tiles system using Polyproed All 160. Where, the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system . for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Amami .Polypro® Ala 160 Foam pro ' RTF 1000 ProPacke 30 8c 100 Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional _ Stability ,Dimensions N/A N/A N/A • 2.2 Typical Physical Properties: ASTM D 16 ASTM D 1621 ASTM D 1.623 ASTM P 2127 ASTM E 96 • ASTM D 2126 (MON) 4 7 2003 9:58/ST. 9:53/N0.5112431707 P 2 ACCEPTANCE No.: 044521.02 Test Speeitleittionx PA101 1.6 IbsJR,' 18 PSI iParallel to rise 12 PSf Perpendicular to rise 28•PS1' Parallel to rise 0.08 Lbs.IFt 3.1 Perin / Inch • Approval Date.; June J4•2001 Expiration Date: May (0.2006 Results +0.075 Volume Change @[I •40o F.. 2 weeks +6.O% Volume Chan 0 liumidity, 2 weeks Product Dessrintiatt Two .component . polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components a'r products manufactured by others: Any.Miami -Dcule County Product Control Accepted Roof rile Assembly having a current NOA which list uplift resistance values with the use of Polypro A111 roof tile adhesive. Frank Zuloaga, RRC Product Control Examiner • FROM (MON) 4 7 2003 9 :58 /ST. 9 :53/N0.5112431707 P 3 Polyfoam Products, The. ote : physical properties listed above arc presenled as-typical avcrngs; values as dctcrmincd by ..ncccptcd.ASTMI test methods and are subject to normal manufacturing variation: 3. GIMITATiONS .Fire ctassif cation is not part of this acceptance. Refer to the Prepared Roof Tile Asscrnbly for fire rating. 3.2 . . Polypro® A11160 shall solely'bo used with fiat, low, & high tile profiles. 3.3 Minimum undertaymcnts shall be in compliance with the hoofing Application. . Standard RAS 120. 0 3.4 „ Roof Tifc: manufactures. acquiring acceptance for the use of Polypro® AHI 60 roof ' tile adhesive with their tile assemblies shall test in accordance with PA 101.. • 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use ofPolyproOD AH160 roadie adhesive with their tile as'semblics shall test in accordance with PA 101 and with section 10.4 as modified heroin. w MS . INSTALt.ATfON 4.1.: Polypro ®.AH160 may be-used with any roof the assembly having a current NOA that • . lists uplift resistance values with the use of Polypro® AHI60. 4.2 Polypro® AI-1160 shall be applied in compiiance:with.Te Component Application : section and the corresponding Placement Details noted herein. The roof tilt assembly's adhesive attachment with the use of Polypro® AI-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift . resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 1 olyfoam Products, Inc. Polypro® AH 160 Operating Instruction and Maintenance Booklet, 4.4 Installation must be by a. Factory Trained 'Qualified Applicator approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction, 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "13" component shall be maintained between 1.01.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per the as determined at calibration. No other settings shall be 1 4.6 Polypro® AI-1160 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® A1-1160 shall not be exposed permanently to sunli 3 ACCEPTANCE No. : 01- 0521.02 Prank Zuloaga, RRC Product.Control Examiner FROM Polyroam Products. Inc 4.! Tiles. must hc.adhered in Freshly ;pplied 41heSive.. Tile must be Set within 2 to 3 minutes after Polypro® AH160 has been ilispensod. 4.9 Polypro® AHI60 placoment and minimum patty weight shall bc in accordance with ! the 'Placement Details' herein, Each generic the profile requires the specific placement noted herein. TAW 1: Adhesive Placement For Each Generic Tile Profile • TileProfilc Placement Detail Flat, High Profile (2 Piece Barrel) • • - ! Fljgh Profiles' 01 01 Flat. LOW, Hiith: Pro • • (MON) 4 7 2003 9:59/ST. 9:53/N0. 5112431707 P 4 ACCEPTANCE No. : 01.0521.02 Single Paddy Weight Min. (grams) 35 17/side on cap and 34/ an 24 Two Paddy,Weight per paddy Min.. jerams) . NIA N IA N/A 8 03 5. LABELING MI Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6A As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. . • • 4 Frank Zutoaga, RRC ProduccControl Examiner FROM PoIvrQ0m Products, Inc. s ACCEPTANCE No.: 01-0521.02 ADHESIVE PLACEMENTDETAIL 1 SINGLE, P4TTY 5 (MON) 4 7 2003 9:59/ST. 9:53/N0.5112431707 P 5 � I1 . emu 1l tf d . Am COMM gr pr ea. E ziiii am old A o+e+nieo.aSea link at am Era damn weighs. Imilat shawl Frank Zuloajn, RPC Product Comet Examiner FROM (MON) 4 7 2003 9:59/ST. 9:53/N0.5112431707 P 6 Polyronm Products, Inc. . ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No. : 1)1- 0521:02 • Frank Zuloaga, ItRC Product Contrrl Examiner FROM Po Ivioarn Productsjnc. ADHESIVE PLACEMENT DETAiL3 DOUBLE PATTY (MON) 4 7 2003 9:59/ST. 9:53/N0.5112431707 P 7 • -ACCEPTANCE No. : 01-05110Z, 7 Frank Zuloaga, RAC Product Control Examiner • If paddy under tn. Slash paddy between We in.iThandlum, atta paddy erg course oak FROM (NON) 4 7 2003 10:00 /ST. 9 :53/N0.5112431707 P 8 Polvfoam products. inG, ACCEPTAN No.: OI- 0521.02 Renewal of this Acceptance (approval) shall be considered alter a renewal application has bccn filed and the original sub docum {ts, It c1ud test- supporting data, 6 116,rte r ng documents. an, no , older than eight (8) years, • ,2.:.,: Any, and all approve_products shall be permanently labeled with the manufacturer's name, city, state, and the following : statement: "Miami -Dade County Product Control Approval ", or . as specifically staled in the specific conditions of this Acceptance. 3, Renewals of Accepancc will not be considered if . a. Thom 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, • The product is no longer the same product (identical) as the one originally approved. c. If.. du; . Acceptance holder . has not complied with all the'requiremcncs of this acceptance, including the correct installation of the product, • The engineer who originally prepared signed and scalcd'thc required documentation initially . submitted, is no longer practicing the engineering profession. Any revision or .change. in, the materials, use, and/or .manufacture of the product or process shall automatically be cause for tcrinhtation of this Acceptance, unless prior )vrictcn approval has bccn requested (through die .filing . 0fa nwision application with appropriate. and granted ,by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of. this product or rocess,' b. Misuse of this Acceptance as endorsement of ail): 'Product, for, sales, advertising or any other purpos+s. p The Notice of Acceptance number, preceded by the words Miami -Dade Cotinty, Florida, and followed by the expiration date may be displayed in advcnisinS literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as I••c1:1 as approved drawings and other documents, where it applies, Shall" be provided to the user by the manufacturer or its distributors and shall bc;availaable for inspection at the job site at all time, The engineer need not reseal chc copies. Failure to comply with any section of this Accepcancc shall be cause for termination and removal of Acceptance. 9• This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Prank Zuloaga, RRC Product Control Examiner • )-/ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 5.4 •Ot Job Address la 1 G P4 't. 13 Sr. Tax Folio lI• 5- 027 . 40 Pa 4$3 p LORI Legal Description £it 3 W. =5 1.** 3I,1C= Pd 44 Historically Designated: Yes No Owner/Lessee / Tenant VIP Cr Sa.PS. V11N6 Et Master Permit # Owner's Address )2/40 ALE • 43 If JA• S. CL. Phone 3o5 751 • X5554 Contracting Co. q111, 1) 0 en N sr. Pi ■O Qualifier Je M*, A. (4N/V /UO State #C6 • 4 03P'f GG Municipal # �. ZIZGZZ • Competency # DO6OO 257, Ins. Co. R•otfR MP Architect/Engineer NOW Bonding Company Nag E Mortgagor moire Permit Type (circle one): : UILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ENCLO5 tat G Ex/ Sr1N4 Sc REE N P.Rc4/ ( fA Or 41eKE, W1T44 f'115r,11)4 Fte.A 1 Rao** St'Rdc'ruRE t Square Ft. 3 &KTM1 Estimated Cost (value) 4 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. O 'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be . . in compliance with all applicable laws regulating cons c 'on and zoning. Furthermore, I authorize the above -named contractor to do the work stated. APPROVED: Signature or Condo President f t I (` ! Notary to Owner andJor Condo Presi My Conunission Expires: 4 '0 1ti(J 1/ nt Date 4 v p p Zoning � ` 7 Building Mechanical `1 �) ._ . RTA M. CAPOTE COMMISSION # CC 644783 z EXPIRES MAY 7, 2001 BONDED TMKU 4. OF \% ATLANTIC BONDING CO., INC. FEES: PERMIT RADON C.C.F. Address Address Address r i / Address Owner - Builder f: j0, 146 Notary as to Contractor or Owner -Bui OEer My Commission Expires: ��Y PO MARTA M. CAPOTE COMMISSION # CC 644783 V I NRU OF E` ATLANTIC BONDING CO., INC. NOTARY BOND Electrical 19$ r1 • MAY Rs*v SS# Phone SIDS OZ • /ft :7 TOTAL DUE Structural Engineer 2/✓� / Date ?ill $1 3MQ.^s v ♦� 9 t4 ivr • t■ o. p. • 4 �s r • • 4 • C . ••• •. �� .4 • M�A • A� • •4 %14%..7. • * ` >.1i6 ., • fg PERMIT NO. ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with aft Federal. State. County,V•dtage rules end regulations. Village csstnnes no responsibility for accuracy oflor results tram these plans. 2. Thls copy of plans must be available on building site or no Inspection will be conducted. • JOB ADDRESS APPLICANT PHONE #3OS° / S APPUCAT1ON # SHEET OF • MISCELLANEOUS DATE 5 40_1_ fiI7I� WAR i. % 0 1 off'}' CRITIQUE SHEET COMMENTS p leA r et7//a7/, � INITIALS Bonding Company Mortgagor PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / /Job Address /z/6 , V 93 Tax Folio Legal Description Historically Designated: Yes No r 0./N4 G rrS i /✓G 1 V) OwnOwner/Lessee /Tenant V� � � X22- Master Petnvt � � Owner's Address 7 NV '/,9x4/ £/7 ..eJ Phone Gr 7.5 Ss�� Contracting Co. fT • e2 1tr e--/ Address 865? 4J /6. @ r ‘ 062_ �OC._ ss# ' - �� - �%�'� 759: 1o/ Ins. Co. Qualifier State # e & L2,/7/37 Architect/Engineer //6 A Municipal # Competency # Address Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA WORK DESCRIPTION [C ` ) / // /726' - 7 - 266 - / ° COwevze�G 1e c - .Lv2 -- ,e /GE vs `A Y - o ? 4 Square Ft. 5� zoo Estimated Cost (value) /4 020 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 laws re IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable constructi • d zoning. Furthermore, I authorize the above -named contractor to do tlork stated. Signature of owner and/or Condo President Date Z 1Y l 63 2Cr7 otary as to Owner and/or Condo Pre •t ent Date My Commission Expires: FEES: PERMIT /0 2.i RADON ;;�� °iy ROSEMARIE P. LETHBRIDGE ;v MY COMMISSION # CC 662671 • 4 EXPIRES: August 1, 2001 '•t o .9 Bonded Thru Notary Public Underwriters 2 C.C.F. 7 :o My Commission Expires: APPROVED: Zoning Mechanical Plumbing Building Electrical Notary as to Contractor or Owner - Builder s ROOFING PAVING FENCE SIGN Signature of Contractor or Owner- Builder Date ROSEMARIE P. LETHBRIDGE MY COMMISSION Y CC 662671 EXPIRES: August 1, 2001 `-$ o Bonded Thy Notary Public Undenwrtters &s NOTARY 0 — BOND© 0 S TOTAL DUE XU/ Engineering NOTICE Of COMMENCEMENT -- CORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION =ERMIT NO. TAX FOLIO NO. 98R467528 1998 SEF' 21 15:33 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: / -2 / 6, /VE 9.3 07 444 '4i ,P74/072..,-,- 3 ? / '3 2. Description of improvement: RE / 3 'l /1 6. 3. Owner(s) name and address: �v /27 - 4 0/1//1/ 4 CUs 7 7 nt-1 /2/ 60 /V%4 qS /1944/ --CM9 j 33/ 3k Interest in property: Name and address of fee simple titleholder: t4 4. Contractor's name and address: t /` 1 O V / ' 5 V 3 . ) , V 5. Surety:(Payment bond required by�� from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: /1/ S/ /1/6 70 c 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Status, Name and address: aJ 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 3l_3 r 9. Expir. ►on date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diff : en date : specified) Sena re o f • n er vs„ /y '602_ Print owners Name 2- 3 5 SUb I 3 2 �� Sworn to and subscribed before me this // day of s 7 Notary Public Print Notary's Name My Commission Expires: Rt7SEMARI P. LFIHBRIDGE 662671 EXPIRES: August 1, 2001 , e, j f ;y,;$0 Bonded Thru Notary Public Undermite s STATE Or FLORIDA, COUdTY 0= DADE I PaCRRdv CfsQ P P:,o this is o QruQ co g of Pilo o limn f to 4 in Y o'fic , AD.19 W YES my h n and Of'Icicl Soo /. By Prepared by:k S ETH z/ G .. %� �c 1t4 t ✓ � c-V/V- Address: P6 / /14:-/ D Ca / /97/A/ rt— . 33/3 ' &or) 75 --// f HA.,r c .fl�co. ra Contractor's Name: g g Z 6 W 4 JIOOF CATEGORY �� ❑ (Nail-On The) OQ (Mortar Adhesive Set Tile) ❑ (Asphalt/Fiberglass o ❑ ( Metal RooMWaod Shingles A Shakes) ❑ (Other) M P TYPE ❑ New Roof roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (!t') 44)0 Sloped Roof Area (it ,3,0 (R') 3 " Ol1 Mauer Permit No. Exposure category (per ASCE 748): _ Building Classification category (per ASCE 748 table 1): pe(Low Slope Application) uut•7$ sss Appendix "E" UNIFORM ROOFING PERMIT APP Job Address: / I/t� ROOF HEIGHT AND SYSTEM DETAILS (Draw details as Deeded) —6AF - M ft ease 44r 2 -p+ai 414F Cop sHEEr Deck t h/00.6 ATTACHMENT Fastener Type: //9 e� H4NI1.. 'PACING of 5P ` Io Field: / Perimeter. / Comer. (P DETAIL 1 & 2 Page -1 a r r ROOF PLAN r • • ' • • Appendix "E" UNIFORM ROOFING PERMIT A PPLICATION PROCESS No. Deck type: SWAN IlitZUT fl „ Underlaynaant 3 -- . Jo., eion D E T A I L 3 ,ELOPED SYSTEM DESCRIPTION Oct N�A Aaserype & spec I I V 0/1/6 S I M a. / Z 4 0.0 4 O.C. DA/ MISC. 900 tr h/ /Ho A40/14LT D !2000. 'MC e' 0 p 2' /z x 2 /L l L . , ■.111 1 • 1 1111■• 3 o tf 8AsE wag Csp Daft Roof Cronin ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control • Notice of A a -Cosa Shea a) Spoafc System DcsQiption b) : Specific System Limitation c) General Limitations d) Apple Detail Drawings 3) Municipal Permit Application 4) Other Comnponem Approvals 0 x X (Aerodynamic M) : • � . (Pinaz2:1 r X (Ac:odyeami, muh a): ?9) - (Pmmr3i •X X (Aeiodylamie Muhiplia): •• 2 9 ) - TILE CALCULATIONS M Y M // cA ' L n.(/ M : 1 L% m4: .31 PCA: = 4 • 1 & c we (o.bl_ PcA: 4 866 Page -2 • METRO-04DE 7;r27: f2 /6 • PRODUCT CONTROL NOTICE OF ACCEPTANCE Metro Gent Roof Tile, Inc. 11501 Northwest 1 17th Way Medley, FL 33178 Your application for Product Approval of: Metro Gem Roof Tile, Nail -On, Mortar Set, or Adhesive Set "The Wave" Concrete Roofing Tile 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: Redland Technologies, The Center for Applied Engineering, Inc. and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific conditions set forth on pages 2 through 14 and the standard conditions set forth on page 15. The 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 for 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 applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 1124.04 Renews No. 95- 0406.04 aul Rodrlg z Expires:01 /13/01 Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS Approved: 01/13/98 Internet mail address: postmaster ®buildingcodeonline.com BUILDING CODE COMMITTEE 1 z r METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County a4TJ Homepage:' http : / /www.buildingcodeonline.com METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.04 Wavc Tilc Product Trim Picccs TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Dimensions Specifications Description I — 10 PA 112 Low protilc, interlocking extruded w - 13" concrete roof tile equipped with two 1 / 2 " thick nail holes. For dircct deck or battened nail -on, mortar or adhesive sct applications. 1 — varies w — varies varying thickncss 2 PA 112 Accessory trim, concrete roof pieces for use at hips, rakcs, ridges and valley terminations. Manufactured for each tilt profile. Roofing, Product Control Examiner METRO GEN1 ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.114 #30 Felt Product #43 Coated Basc Shcct Mineral Surface Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A Lcnzingtcx -ZB 140 59" x 164' roll Undcrlaymcnt 22 Ibs/roll Rainproof II Ice and Watcr Shicld Mopping Asphalt Flashing Ccmcnt 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N /A. Test Specifications ASTM D 226 type 11 ASTM D 2626 ASTM D 249 PA 104 Singlc ply, nail -on undcrlaymcnt. PA 104 PA 103 ASTM D 312 typc III or IV ASTM D 4586 3 Product Description Saturated organic felt to be used as a nailed anchor shcct. Saturatcd and coated organic base sheet for single or double ply undcrlaymcnt. Mineral surfaced asphalt roll roofing for usc as a top ply in a double ply undcrlaymcnt system. Singlc ply, nail -on undcrlaymcnt with 2" self - adhering top edge. Self- adhering undcrlaymcnt for usc as a top ply in a two ply undcrlaymcnt system with Approvcd #30 or #43 as the base laycr. Asphalt for bonding a mineral surface cap to a mcch. attached base sheet in a double ply undcrlaymcnt system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and Clashing applications. islanu fact urer generic generic generic Lcnzing Performance, Inc. with current PCA Protect -O -Wrap, Inc. with current PCA W.R. Grace Co. with current PCA generic generic uloaga Roofing Product Control Examiner METRO GEN1 ROOF TILE INC. ACCEPTANCE NO.: 97-1124.04 Rooting Nails Tin Caps Wood Battens Tilc Nails Tile Screws Test Product Product Dimensions Specifications Description Asphalt Primcr N/A ASTM D 41 Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. min. 12 ga. with } /8 " head min. 32 ga. min. 1 / o.d. max. 2" o.d. vertical Wood Preservers Salt pressure treated min. I" x 4" Institute LP - 2 or dccay resistant lumber battens horizontal min. 1" x 4" for usc with vcrtical battens or niin. I" x 2" for usc alone min. 8d x 21/2" or min. 10d x 3" #8 x 21/2" long 0.335" head dia. 0.131" shank dia. 0. 175" scrcw thrcad diameter PA 114 Appendix E PA 114 Appendix E Annular ring shank, hot dipped. clectro or mechanically galv. rooting nails for usc in undcrlaymcnt attachment. Corrosion resistant circular disc for use in undcrlaymcnt attachment Manufacturer generic generic gcncric gcncric PA 114 Corrosion resistant; generic Appendix E screw or smooth shank nails. PA 114 Corrosion resistant, generic Appendix E coatcd, squarc drive. galvanized, coarse thrcad wood screws Roof Tile Mortar N/A PA 123 Prcparcd mortar mix Bermuda Roof ('TilcTiteT " ") dcsigncd for mortar Company. Inc. sct roof tile with current PCA applications. Roof Tile Mortar N/A PA 123 Prepared mortar mix Quikrctc Construction ( "Quikrctc® Roof dcsigncd for mortar Products Tile Mortar ") sct roof tilc with current PCA applications. 4 rank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.04 Product Roof Tilc Mortar ("BONSAL® Roof Tilc Mortar Mix ") Roof Tile Adhesive (Polypro® AH I60) Hurricane Clip & Fasteners Vallcy Flashing Drip Edge Dimensions N/A N/A Clips min. %:" width min. 0.060" thick Clip Fasteners min. 8d x I %" min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 123 PA 110 PA 114 Appcndix E ASTM A 525 PA 111 5 Product Description Prepared mortar mix designed for mortar SCI roof the applications. Adhesive designed for use in roof tilc applications. Corrosion resistant bronze, aluminum, stainless steel, galvanized stccl or plastic attachment clips for supplemental tile attachment. Clips arc installed with corrosion resistant rooting nails compatible with the clip. Galvanizcd stccl vallcy flashing Galvanizcd stccl drip edge Manufacturer W.R. Bonsai Co. with current PCA Polyfoant Products. Inc. with current PCA ocncric generic generic Frank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97.1124.04 TEST REPORTS Test Agency Test Identifier Test Name/Report Date Rcdland Tcchnologics 7161 -03 Static Uplift Testing Dec. 1991 Appendix 111 PA 102 Rcdland Tcchnologics 7161 -03 Static Uplift Testing Dec. 1991 Appcndix 111 PA IO2(A) The Ccntcr for Applicd 94 -084 Static Uplift Tcsting May 1994 Enginccring, Inc. PA 101 Thc Center for Applied 94 -060B Static Uplift Testing March, 1994 Engineering, Inc. PA 101 Thc Ccntcr for Applicd 25- 7094 -1 Static Uplift Testing Oct. 1994 Enginccring, Inc. PA 102 Thc Center for Applicd 25- 7094 -7 Static Uplift Testing Oct. 1994 Enginecring, Inc. PA 102 Thc Center for Applied 25- 7094 -4 Static Uplift Tcsting Oct. 1994 Enginccring, Inc. PA 102 Thc Ccntcr for Applicd 25- 7183 -1 Static Uplift Testing Fcb. 1995 Enginccring, Inc. PA 102 Thc Center for Applicd 25- 7183 -2 Static Uplift Testing Feb. 1995 Enginccring, Inc. PA 102 Thc Ccntcr for Applicd 25- 7214 -2 Static Uplift Testing March, 1995 Enginccring, Inc. PA 102 Thc Ccntcr for Applicd 25- 7214 -6 Static Uplift Testing March, 1995 Enginccring. Inc. PA 102 Rcdland Tcchnologics 7161 -03 Wind Tunnel Testing Dcc. 1991 Appendix II PA 108 The Ccntcr for Applicd Project No. 307024 Wind Drivcn Rain Oct. 1994 Enginccring. Inc. Tcst #MDC -73 PA 100 Tcstwcll Craig Laboratories Lab #:EA -23 Physical Properties Scpt. 1994 & Consultants, Inc. Tech: G. Suarez PA 112 6 Frank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97-1124.04 Underlayment: Roofing Tile: SYSTEMS (CONTINUED) SYSTEM D: Mortar or Adhesive Set Application Deck Type: Wood, Non - insulated Deck Description: New construction '9 /32" or greater plywood or wood plank. Slope Range: 2 ":12" to 7 ": 12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Install underlayment system in compliance with Metro -Dade County Roofing Application Standard.PA 120. (See System Limitation #5.) Install tile in compliance with Metro -Dade County Roofing Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, 15 / 32 " plywood is an acceptable substrate. 10 Frank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.04 1. The standard minimum roof pitch for Metro Gem Roof Tile's "Wave ", low profile tile shall comply with Metro -Dade County Roofing Application Standards PA 118. PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Metro -Dade County Protocol PA 115 or PA 127. The Metro Gem Roof Tile "Wave" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Metro -Dade County accredited testing agency, in compliance with Metro Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. • 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of Metro Gem Roof Tile's current specifications and details. a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Metro -Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Metro -Dade County Protocol PA 112, Appendix 'A'. SYSTEM LIMITATIONS // Frank Zuloaga Rooting Product Control Examiner Tile Profile X (ft') Batten Application X (ft') Direct Deck Application Wavc Tilc 0.27 0.29 Table 2: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Battens or Direct Deck With: 2 nails Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 'Wave Tilc 5.86 6.61 5.76 6.50 5.64 6.37 5.50 . 6.21 5.34 N/A Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip 1 nail With: 2 nails Approved Eave Clip 1 nail With: 2 nails 1 nail 2 nails 1 screw 2 screws 'Wavc Tile Battens 3.30 6.50 22.90 49.10 24.20 34.80 22.10 32.20 Direct Deck 9.00 17.30 25.80 47.10 24.30 35.50 19.00 31.90 METRO GEM ROOF' TILE INC. DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multipliers - 7� it ACCEPTANCE NO.: 97- 1124.04 I Data noted in Table 3 is for installation with a 3" tile headlap. 2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. /2 Frank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) ACCEPTANCE NO.: 97 1124.04 Table 3 -A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Nail -On Systems Tile Profile Wave Tile Tile Application Direct Deck New Construction (min. i9 /32" plywood) Direct Deck Recover /Reroof (min. t5 /32" plywood) Battens New Construction Two (2) 10d x 3" long nails 67.50 43.00 50.90 1 Tile installation with a 4" headlap using two (2) Approved 10d x 3" long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 21/2" from the head of the tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment — M, (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Wave Tile Tile Application Mortar Set Adhesive Set Attachment Resistance 20.00 86.61 13 Frank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.04 16 -I/2" PROFILE DRAWINGS approx. T 1/ 2" Wave Tile 14 13 -1/8" 1-1/4" 11 -7/8" \` .0Aar Nose or front of tile �Vatcr Course 2 -1/2" Frank Zuloaga Roofing Product Control Examiner METRO GEM ROOF TILE INC. ACCEPTANCE NO.: 97- 1124.4 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I. Rcncwal of this Acccptancc (approval) shall be considered aftcr a renewal application has been tiled and the original submitted documentation, including test supporting data. engineering documents, arc no older than eight (8) ycars. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city. state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acccptancc. 3. Renewals of Acceptance will not be considered if: a) Thcrc has bccn a change in the South Florida Building Code affecting thc evaluation of this product and thc product is not in compliance with thc codc changes; b) Thc product is no longer the same product (identical) as the one originally approved; c) If the Acccptancc holder has not complied with all thc 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 cnginccring profession. 4. Any revision or change in the materials, use, and/or manufacture of thc product or proccss shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through thc tiling of a revision application with appropriate fee) and granted by this office. 5. Any of thc following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or proccss; b) Misuse of this Acccptancc as an endorsement of any product, for sales, advcrtising or any othcr purposes. 6. The Notice of Acccptancc number preceded by the words Dade County. Florida, and followed by the expiration date may bc displayed in advcrtising literature. If any portion of the Notice of Acccptancc is displayed. then it shall bc done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and othcr documents, where it applies. shall be providcd to thc user by thc manufacturer or its distributors and shall bc available for inspcction at thc job site at all tines. Thc topics need not bc resealed by the engineer. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acccptancc. 9. This Acccptancc contains pages I. through 15. END OF THIS APPROVAL /5 rank Zuloaga Roofing Product Control Examiner Apr -30 -98 04:1OP Polyfoam Products Inc. METRO-tY1DE METROPOLITAN DADE COUNTY, FLORIDA /2/6 de 93 57--. METRO -DADE FLAGLER BUILDING APl . f�i��o✓G �'o�T APPROVED:04 /16/98 Internet mail address; postmaster @buildingcodeonllne.com ( Homepage: http : / /www.bulldIngcodeOnllne.com PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, TX. 77383 954 475 -1462 P.02 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 (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: Jolyfoam Products "Polvpro All - 160" Roof Tile Adhesive under Chapter 8 of the Miami -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: The Center for Applied Engineering, Inc. and Miles Laboratories Polymers Division 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 - 14 and the standard conditions on page 15. 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, thc Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 98- 0303.02 Renews: 96- 0402.02 EXPIRES: 04/16/01 aul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUIL.DING CODE COMMITTEE This application for Product Approval has been reviewed by the Miami - Dade County Building Codc Compliance Office and approved by thc Building Code Committee to be uscd in Dade County, Florida under the conditions set forth above. AVailt,y Charles Danger, I'.E. Director Building Code Compliance Dept. Miami -Dade County Apr -30 -98 04:1OP Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING COMPONENT APPROVAL Applicant: Polyfoam Products, Inc. Product Control No.: 98- 0303.02 2400 Spring - Stuebner Road Spring, Texas 77383-1132 Approval Date: April 16. 1998 Expiration Date: April 16. 2001 Category: Roofing Component Sub- Cate¢ory; Fastening/Adhesive Type: Roof Tile Adhesive Sub-Type: Two Component Polyurethane Polyfoam Products, Inc., produces two- component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. Polypro® AI-1160 is specially designed for application of concrete and clay roof tile over a variety of roof deck substrates and underlayment materials. Polypro® adhesive is applied with proprietary Foampro® RTF1000 dispensing equipment. Approval of this product is specific to the two component mix and Foampro® RTFI000 dispensing equipment. Alternative methods of dispensing will require a revision to this approval. Polypro® adhesive shall be applied only by 'Qualified Applicators', licensed by Polyfoam Products, Inc. Certificates and identification cards are issued to applicators upon successful completion of a application training program. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. System Description Contact: Pat Murray P.O. Box 1132 Spring, Tcxas 77383-1132 I'honc: (713)350 -8888 Fax: (713)288 -6450 Page 2 of 15 954 475 -1462 P.03 Product Control No.: 98- 0303,02 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:11P Polyfoarn Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 964 476 -1462 P.04 Test Product oduct Dimensions Specifications Description Polypro® AH I60 N/A PA 101 Two component polyurethane Foampro® RTF 1000 N/A See Detail Attached Dispensing F,quipment Page 3 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Aprr30 -98 04:11P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Underlayinent Roof Tile TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Criteria Product Description PA 120 All Dade County Component Approved products as detailed in Dade County Application Standard l'A 120 PA 101 All Approved roof tile systems having tested in compliance with Dade County Protocol PA 101, as detailed in the systems section of this Component Approval Page 4 of 15 954 475 -1462 P.05 Product Control No.: 98- 0303.02 Manufacturer. All Dade County Approved Products All Dade County Approved Products -rank Zutoaga, RRC Roofing Product Control Examiner Apr-30 -98 04:11P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Center for Applied Engineering Ccnter for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Southwest Research Institute Trinity Engineering Test Agency TEST REPORTS Test Identifier Test NamclRenort Date #94 -060 Miami Dade Protocol 04/08/94 PA 101 257818 -IPA Miami Dade Protocol 12/16/96 PA 101 25- 7438 -3 SSTD 11-93 10/25/95 25- 7438 -4 SSTD 11 -93 10/25/95 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 NB- 589 -63I ASTM D 1623 02/01/94 9637 -92 ASTM E 108 04/30/93 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b(1) ASTM E 84 01/16/95 7050.02.96 -1 PA 114 03/14/96 Page 5 of 15 954 475 -1462 P.06 Product Control No.: 98- 0303.02 Frank Zuloaga, RRC Roofing Product Control Examiner ., Apr 04:11P Polyfoam Products Inc. 954 475-1462 P.07 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 030102 TYPICAL PHYSICAL PROPERTIES Property ILO Results Density ASTM D 1622 1.6 lbs. /ft.' Compressive ASTM D 1621 I8 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM U 2127 0.08 Lbs. /Ft Moisture Vapor ASTM E 96 3.1 l'erm / Inch Transmission Dimensional ASTM 1) 2126 +0.07% Volume Change @ -40° F., 2 Stability weeks +6.0% Volume Change @1511 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. Page 6 of 15 Frank Zuloaga, RRC Koofing Product Control Examiner Apr -30 -98 04:11P Polyfoam Products Inc. SYSTEMS Deck Type: Wood, Non- insulated, New Construction /Reroof Deck Description: 15 /32" or greater, plywood or wood plank. SYSTEM A: Adhesive Set Application Slope Range: 2"!12" to 7";12" 954 475 -1462 P.08 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0293,02 Underlayment: Shall comply with Miami -Dade Roofing Application Standard PA 120 Roofing Tile: Comments: Any roof tilc assembly having a current shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Roofing Application Standards PA 115 or PA 127. The adhesive attachment data is noted in the roof the assembly NOA. I. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. Page 7 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Two -Piece Barrel #1 'S' Shaped #2 Double Roll #3 Flat #4 Apr -30 -98 04:13P Polyfoam Products Inc. • COMPONENT APPLICATION 954 475 -1462 P.10 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303,02 1. Polypro® AH I60 tile adhesive shall only be applied over an underlayntent installed in compliance with application instructions detailed in its NOA.. Underlayment may be any undcrlayments or underlayntent systems listed Miami -Dade County Roofing Application Standard 1'A 120. 2. Adhesive application shall be in accordance with the instructions provided herein. Tthe manufacturer may provide additional instructions subsequent to this approval date which may prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 3. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A) : 1.0 (R). The dispense timer shall be set to deliver 0.08 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved without revision of NOA. 4. Adhesive shall be dispensed in a 17 in' to 23 in' pad at time of application. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires a specific placement, as noted in Table 1, below 5. Adhere tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes after foam has been dispensed. Page 9 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:13P Polyfoam Products Inc. 954 475 -1462 P.11 POLYFOAM PRODUCTS, INC. Product Control No.:, 98- 0303.0; SYSTEM LIMITATIONS 2. Polypro® AH160 adhesive shall be installed only by 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. 3. For adhesive set tilt applications, a field static uplift test by a Miami -Dade County accredited testing agency, in compliance with Miami -Dade County Roofing Application Standard PA 106, shall be required not less than 72 hours after application to confirm tile adhesion. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details' included with NOA. 5. Refer to tile Roof Tile Assembly Product Control NOA for system acceptance with this Component. 6. Refer to the Prepared Roof Tile Assembly for fire rating. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Polypro® AH160 shall be applied with Foampro RTF1000 dispensing equipment only. 9. Polyfoam Products Inc. shall supply Building Official with a list of 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. Page 10 of I S Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:15P Polyfoam Products Inc. • POLYFOAM PRODUCTS, INC. Mel lhrensh plastic ceavad (shwa moored b e•d•4 - Ywderlpywwwt lave Comm PLACEMENT DETAILS (CONTINUED) Cm cosec edy, hasp edh.slw Appreriwwle(r r asp from sasphaias. Apply enough adhesive 1e asN.++ 11.23 square Inches Is easiest sllh *hs IDs Placement Detail #3: Double Roll Profile Page 1 3 of I S 954 475 -1462 P.14 Product Control No.: 98-Q03,02 m Clams, Pamela • Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -96 04:15P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 Polyfoam Products, Inc. ACCEPTANCE NO: 98- 0303.02 2400 Spring- Stucbner Road APPROVED : April 16. 1998 Spring, TX 77383 EXPIRES : April 16. Z001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 954 475 - 1462 P.16 1 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 docutnents, are no older than eight (8) years 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city. state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered it 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 scaled 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 ninny product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sitc at all times. Thc 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 15. END OF THIS ACCEPTANCE Page 15 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner • r • • t METRO-DADE t : • 1 . t METROPOLITAN DADE COUNTY. FLORIDA /Z/6) ji 3 ST' METRO -DADE FLAGLER BUILDING /?•1 0477.7 PRODUCT CONTROL NOTICE OF ACCEPTANCE 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 (305) 375-2902 FAX (305) 372.6339 GAF Materiab Corporation 136I Alps Road Wayne, Ni 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: Dyna/ech Engineering, Inc., Factory Mutual Research Corporation. and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -40 and the standard conditions on page 41. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer.' . v. Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 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. • Approved: 11/04/97 Internet mall address: postmaster @bulldIngcodeonllne.com Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.bulldingcodeonline.com Insulation Types: Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool • Maximum Design Pressure Material Design Pressure -75psf Product Control No: 97- 0804.21 Maximum Fire Classification Material Classification Wood 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 41 Roofing Product Control Examiner Product GAF Asphalt Concrete Primer •I GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium .Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jctblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS 1180 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 Dcscrintion 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® ,:' Granules shall be used for flashing applications only. 5 gallons ASTM .1227 Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 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 Ib. roll ASTM D4601 ASTM D 2178 ASTM D 2178 5 sq. roll ASTM D 2178 2 Sq. RoII 70 Ibs./roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. Page 4 of 41 Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphal ()Wag..__— 0o mg Product Contro .. • . . . .. Test Product Dimensions Specification GAFGLAS ®. • Mineral Surfaced Cap Sheet ; GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing various GAFGLAS® STRATAVENT Mailable 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 76 Ib. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet r• surfaced with mineral granules. 60 Ib. roll ' 69 Ib. roll various various various various various various various ASTM D 4897 D 3672 ASTM D 489 D 3672 ASTM D460I, Premium glass fiber reinforced SBS- Type I1, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. • PA 110 Tapered Polyisocyanurate foam insulation PA 110 PA 110 Tapered Polyisocyanurate foam insulation PA 110 PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlitc insul tioi Page 5 of 41 Product Control No: 97 0804.21 Product Dcscrintion 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. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Roofing Product Control xan r • 1 Product "1 • 1. RUBEROID®• • TORCH PLUS RUBEROID® TORCH FR 1 RUBEROID® 30 RUBEROID® 30 FR • RUBEROID. ULTRACLAD® SBS Vent Stacks (metal and plastic) • GAF Aluminum Emulsion RUBEROID® • 109. Roll ULTRACLAD® SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint GAF Built -Up • Roofing Asphalt RUBEROID MOD Asphalt r •it., us Product Control No: 97- 0804.21 Test 1Dimensions Specification % sq. roll ASTM D 5147 93 lbs. • % sq. roll 90 lbs. I sq. roll 92 lbs. 1 sq. roll • 92 lbs. • i , . „. r ASTM D 5147 ASTM D 5147 r', ASTM D 5147 • • lsq. roll ASTM D 5147 101 lbs. 5 gallons 60 lb. kegs PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D 5147 ASTM D2824, Typel 100 Ib. cartons, ASTM 13312, bulk Types 1, 11, I11 and IV Page 8 of 41 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules, Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. • One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. 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 Dekfast Lock Plate (1/':1• Dekfast Fasteners #14 ; ..'i :..� ; \ :!! I ..Pit'" -1; t. � Dekfast Fasteners #l2' ISO 95+ Composite Asphalt Asphalt Primer EPS. • High Density Wood Fiberboard Pelite/Urethane Composite Perlite lnsulatiop Polyethylene Red Rosin Roofing Nails *Test ;, • Product Specificdtion Description 3" x 3 1/4" PA 114 Dimensions various various various various 4 mil min. various Minimum # 12 PA 114 PA 114 Polypropylene locking plate. Insulation fasteners for . concrete decks ASTM D 312 Type 111 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 . Product Control No: 97 0804.21 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) generic generic generic generic generic generic generic generic generic Roofing Product Control Examiner Test ► Product Product a;• Dimensions Specification . ••• Description Tin Caps Min. 32 ga. x Corrosion resistant circular 1'4^ discs. PA 121 Aluminum roof coating I various • PA 110 Gypsum insulation board. MB aluminum roof coating Dens - Deck - '' ' , , • #I2 Roofgrip 1114 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate 1S0 95+ E'NRG'Y -2 ISORoc PA 114 PA 114 3" round PA 114 various PA 110 various PA 110 various PA 110 PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 • Insulation fastener Insulation fastener Insulation fastener and metal or plastic plate Polyolefin plastic plate Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam / tockwool composite insulation Olympic Standard 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) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) 1TW 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) Roofing Product Control Examine 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 . J.I. OT4A I .AM 08.26.92 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. IV8A4.AM 06.28.93 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 . 1.1. 1RIA6.AM 11.15.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1. 0T2Q4.AM 10.17.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0Q6A6.AM 07.16.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1.3X3A2.AM 08.02.94 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.l. 0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift, FMRC 4470 - PA 114 ' J.1. 1B9A8.AM Underwriters Laboratories, Inc. Fire Resistance Classification UL 790 - PA 114 R1306, 87NK11819 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 • • • - f • t • Deck Type 1: Deck Description: System Type A(2): All General and Sy Base Sheet: Ply Sheet: • Cap Sheet: Surfacing: Maximum Fire Classification: 1 , Maximum Design Pressure: Maximum Slope: Specification No.: Wood, Non - insulated New Construction or Reroof . • 19 or greater plywood or wood plank decks Base sheet mechanically fastened. ! stem 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 ' / 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 Ibsfsq.. (Required if no cap sheet is used) Install one of the following: I.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. f 20 %; plus gravel or slag with an application rate of 400 Ibsisq. & 300 lbs. /sq., respectively. -45 psf. (See General Limitation #7) Product Control No: 97- 0804.21 'A'. See General Limitation #2. 6 ":12 "; See General Limitation #3. N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B -4 -M, N- 13- 4 -M /P6, N- B-4 -C, N- B- 4 -C/P6, N- B -5 -C, N- B- S -C/PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M/P6 Page 21 of 41 Roofing Product Control Examiner Wood Deck System Limitations: r 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 Pk 105. If F' as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and c ar calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. le i'; . , •1. 2, All standard insulation panel sizes are acceptable for mechanical attaclment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of Ibf. as tested ' in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117: • If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. • ' ' • '• 1. ' , • 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. ''A 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 • .J • 9 This Acceptance contains pages 1 through 41 END OF THIS ACCEPTANCE Page41 of41 Product Control No: 97- 0804.21 • GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.21 1361 Alps Road APPROVED : November 4, 1997 Wayne, NJ 07470 EXPIRES : November 4, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 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 thik 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 ihall be cause for termination and removal of Acceptance. oaga, Roofing Product Control Examiner long dI W11111M1 C,00•01011100 01 1 omr jr Side Lap -- 1 Base sheer (see Wine) Nailable Deck Sheathing Paget (u melted) GAIGLA$ Ply rooting — AapHII GArat AS MIneud sedated Cap Shed North, .South, and West Zones . . Nailable decks up to 6 Inches per fool slope, except for Lightweight Insulaling corrcrole decks which are limited to a maximum slope oI I" per loot. Wood, plywood, shuclural wood liber, acceptable precast nailible decks. poured gypsum. For lightweight insulating cuncrele, see page 9. Approximate Weight per Square Specifications • . General Design and Application Considerations detailed hi litis Manual shall apply hi addition to lire following recommendations and specilicalions. Application el Reeling Membrane 1. Starting al the low point of the roof. lay one ply of Base Sheet, lapping each sheet 2 inches al edges and not less than 6 Inches al end laps. Nall along lap of base ply at intervals not 10 exceed 9 inches and stagger -nail down center of sheet in Iwo tows with nails spaced at 18 Inch intervals hi eaclhtow Use•Ias- teuers with Interim' metal heads al least 1 itch In diameter or square that are hecommendud by CAF Materials Cosporallon or Ilia deck tnanulaclutes. (See 'Special Instructions' below.) ' ; ' 2. Starling at the low point of the roof, mop three 'plies of GAI .AS Ply shingle fashion; lapping each sheet 26' /a Inches over the preceding.sheel; solidly mop - -ping lo the underlying base sheet to piovWe (our plies over the entire tool area. Asphalt Requhemenls • it • Inlelply nloppings of Roofing Asphalt trust be applied In a'continuous film and shall con's! 01 npiuuxbuatoly 25 pounds per 100 square. feel of ;nut area wills Slope per loot ' ' • • Aspltall Type ; ... • Up 10 3' ' Sleet) AS f M Type III'' '. ''' '•' 3'- 6 Ill ASTM Type IV 38 Materials__ Sheathing paper (1 ply, 11 required) Base Sheet GAFGLAS Ply (3 plies) GAF Materials Corporation Rooting Asphalt Inlerplies Cap Sheet (1 ply) 220 -275 lbs. '1 1 )' Ile 1 : •1 •. 11, , i • GAFGLAS® Specifications N- B- 5 -M /P6 and N -B -5 -M r sloe rep a tolerance not to exceed 20% plus 01 minus. The appropriate aspiiil( for the slopes Involved must be used. 011 slopes up to '4 Inch per loot, Flat AS1M Type limy be used mare hi Florida, Texas, New Mexico, Arizona, and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance will (Fe applicatiun Instructions 011 page 20, so that the laps are onset Irons the laps uI Ilse ply sheets. Special Instructions 1. See recommendallon for use over gypsum decks on page 9. 2. Acceptable Base Sheets blclude: STIIATAVENF• Nailable. MC! AS /15 Base Sheol. RUBEROIO' Modified Base Sheol, GAFGLAS PLY 6'. l'ly 4. 3. 11 GAfGLAS PLY 4 or GAFGLAS PLY 6 is used as the base in.1 aver wuod or shuclwal wood liber decks, a sheathing paper is required. 4. Ovei freshly pouted gypsum and lighlweigld insulaling curio e;.! decks, S1 fIATAVf NE (Vent Ply) for Nailable Decks is required, see page U. 5. For applications over Iighlweiglll insulating concrete decks, see page 9. 6. for "Nailing of Base Sheet," see page 19. 7. For roof slopes of 1 Inch per root or more, all piles must be back - nailed 4 inches In from the WI edge. See. "hrslallation on Steep Roofs," Page 10. UL Classification UL Class ' A A D Substrate Slope • • C 2' NC 3' 3 '!i UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (inin. "t inch thickness), oriented stolid board (min.'1' Inch Ueda less). NC = Nuncombus(Iblc only Noncombustible = Steel, poured 01 pr ecast shirclural concrete, lightweight Insulating condole, gypsum, sir oche al wood fiber, etc. 2. Slope Maximum slope allowed, in !aches per foul. Guarantees Available Specillcallon ., Liberty Guarantoos -. _ - .• „- • - -.__. N - 0 - 5 - M/P6 20 yt. West Lunn: only, Wuurl UockS. • N- 13- 5 -M/P6 20 yr. Lightweight Illsulaling Cuncrele. (See page 9.) N -B -5-M 12, 10, 5 yr. • .z.16+6.4". .w. wc..w.1.4.a"41. 81....11A P /h 1YL. MiiOW YMIMaw _wr ""a "a.ss.r�.wr .ac.c.c.. • 4 OVERING MATERIALS (TEVT) SYSTEMS (TGFU) —Cunli ;rued •l / -Isu Special" with "Puly uani 251" or "Polyfoam applications "Gacofler 1111- 7050 ", applied at 1 :ace applications. applied 1 -1/4 gal /sq/application .•65" Series (various colors). applied 1 gal /sq (12 Incline: 1/2 •Iylso Special" with "Polyfoam 251" or "Polyfoam ., applications "Gacnflex 1111.7050 ", applied at 1 nee applications, api'i. 1.1/4 gal /sq/application •S -60' Series (various colors). applied 1 gal /sq (15 Inclir•:: 2 !so Special" with "Pulylocm 251" or " Polyfoam 'Ur, 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 rails. Indium: 2 -1/2 any thickness. 6211 ", 1-1/2 gal /sq (14 dry mils). 620(Y series (various colors), 1-1/2 gal /sq (14 R1306 (N) ' NJ 07470 •ID modified Base Street' niay be utilized as an et s in any of the ',Wowing Classifications. board or 1/4 in. thick (min) Georgia - Pacific rd may he used in any existing noncombustible ',is is done, the resulting roofing system is ,slible (15/32 in. min) roof decks. the joints in ,•rent board are offset 6 in. with the joints in the ' the roof system. it roust be placed belu:v the .1E145 WITH HOT ROOFING ASPIIALT • base sheet ( "GAFGLAS 1115 'lase Sheet") is a asphalt glass fiber ply sheet ( "GAFGLAS PIy 4" or A. 0 or C roof system', imiiraled below. covered with a Type 62 asphalt glass coat base (Vent -Ply) perforated" or "GAFGLAS 51ratavent . Perforated to be cr••.•:p,• 1 and nailable to be side down. glass prat base sheet ('(Al 61 AS 1175 Base Sheet" Ply) for nailable decks ") may be substituted for et ("GAfGLAS PIy 4' or "GAFGLAS Ply 6 ") as the .ny systems. y be solid mopped, spot mopped or mechanically 11 insulations may be hot mopped or mechanically (lid' may be used for flashing in any of the Class . • :, this includes "GAFTLMP PERMALIIEe'" or any •elation. :table alternates for gravel in any of the Class A, mg units are considered suitable to be included ass A. 0 or C systems listed over C -15/32 or NC. user any of the following Class A, 8 or C systems • rating. The use of 1/2 in. min gypsum board is ,sulalion over C -15/32 decks. 'ation board between min 3/4 in penile board (penile /rosin paper /polystyrene /perlite) is a ornate board in the following (.lass A. 0 or C Af1[1•IP layered Isotherm RA" and "GAF1EMP eel for any tsucyanutale insulation in any of the lass A, B and C. •.vith organic and glass felts or modified bitumen • Class A Incline: 3 One or more layers perlite, wood fiber, glass [ mane, perlite /isocyanurate composite, perlite/ LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVI) 135 ROO SYSTEMS (TGfU).— Continued urethane composite, wend fiber /isocyanurate rumposile,'phenolic., any thickness. Ply Sheet: Three or more layers Type G1 "GAfGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. • Surfacing: Gravel: • 2. Deck: C-15/32 incline: 2 Insulation (Optional): One or mote layers petlile, 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 67 "GAFGLAS Pty 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap SheeL "•. 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. Pty Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS PIy 6 ". r • Cap Sheet: One layer Type G3 "GAfGLAS Mineral Surfaced,Cap Street ". 4. Deck: Nf Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. nrax, hol. mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asplratl glass fiber mat systein. Incline: 1 Slip Sheet (Optional): Bed rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS 1175 Base Sheet" (may' be nailed). PIy Sheet: One or snore layers of Type G1 "GAI GI AS Ply 4" or GAFGLAS Ply 6" C. I Sheet: Or rc ne: Base Sheet: One layer of Type G2 "GAfGLAS 1175 Base Sheet". Ply Sheet: One or more layers of type 61 "GAFGLAS PIy 4" or GAI6LAS PIy Cap Street: One layer of Type G -3 "GAfGLAS Mineral Surfaced C.yr Sheet ". 7. Deck: ( - 15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, nrelhane, perlite /isocyamuate composite, penile/urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). • Base Sheet: One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid torch" (smooth or granule), "Ruberoid Torch Phis" (granule), "Ruberoid Moli (smooth or granule) or "Rnbcroid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Street ", Irut. mopped. 8. Deck: C - 15/32 Incline: 2 Insulation (Optional): One or more layers penile, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, penile/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of type 62 or 63. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Pius" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot propped. • ' 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, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. PIy Street: Two or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or mole layers perlite, wond fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet: two or more layers of Type GI, 62 or 6T. Membrane: (hie or more layers of " Ruberoid lurch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (suroolh or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot stopped. Class C I. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers peilite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite perlite/ BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ Date PLUMBING ❑ PERMIT Np 8144 Contractor's ROOFING License No. Owner of Building u ❑ Work to be performed under this Permit Architect Contractor or Builder Legal Lot Description I Bi Address of Building CONTRACTOR or BUILDER Subdi- vision Sq Ft Value of I I Amount of Project $ 1' I I Permit $ 19_ .__ 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 an plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon sibility for work done by his agents, servants or employees. Signed • " (INSPECTOR) 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 regulation, pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Architect Contractor or Builder Legal Description Address of ~ Building MIAMI SHORES VILLAGE. FLORIDA PERMIT N? 6941 C Owner of - f • r `a Building Lot Bl. CONTRACTOR OR BUILDER Work to be performed under this Permit f- e / I DATE J Contractor's •~ c -, License No. Subdi- vision Value of Project $ 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 herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specificatiops and that he assumes responsibility for work done by his agents, servants or employees. �✓ r` Signed ¢ Y// ' BY • INSPECTOR Amount of !, 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 pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY BUILDING ELECTRICAL PLUMING ROOFING Owner of Building MIAMI SHORES VILLAGE, FLORIDA DATE ` x 195 n PERMIT 1ST? 12112 Contractor's El License No [ Work to be performed under this Permit r• Architect Subdi- vision Contractor or Builder `.-- - g� Lot II BL s Description. Address of Value of I Amt. of Building r . Project $ j` �"0 Permit $ / This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device descnlxd in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specif' lions submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my°�agent, servant or employee. v rr CONTRACTOR OR BUILDER BY AUTHORITY Application is hereby made for the approyal of the detailed statement or the plans and specifications herewith submitted for the build • inr; or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miam( 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. G /dJ Owner's Name and Address .... Registered Architect and /or Engineer ,,. It.•••1".,..t „tt,,..,•,•.t, HT,,. Name and address of licensed contractor ,[4 Location and legal description of lot to be built on: /� Lot..3... it _.6 0 T Block c� Subdivision /3 . (�'���� - r.( /- 3 YD � Z 7. C)/ Co v V Street and Number where work is to be done /i2 it G � _. S.L. State work to be done and purpose of building (by floors) Qom _...,.._......_ r- ?' �t43 7S Q Disapproved . p� ' Date (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Cihairnan \fen ber Member _.....-- -.._._..._.+ ...._....... Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Pl.rnnir.g Board. A re- inspection fee of $1.00 will be charged materials anti /or workmanship. d o.A o _T4/6740,4 T s and for no other purpose. New Building Remodeling Addition airs No. of Stories To be constructed of Kind of foundation Roof Covering... .G. '1 5......_..__ Estimated Total cost of improvements $..La1.0 .4 Amount of Perm 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 0 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 \\'orkinen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, anti has complied w ith the provisions thereof, and will require similar compliance from all contractor 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 • . $ . site of he work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr j r 1 be performed under this Rem.uks (Signed) 4 a i pcnnit, as are licensed by Miami Shores Village. r STATE OF FLORIDA, COUNTY OF DADE. Ss' Before me, the undersigned authority, a notary public, duly authorizcd to administer oaths and take acknowledgments, personally ap- peared _ --- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. Permit No.. ' 5 /5 Date 0 3/K3 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member Member _.._.._.. Disapproved Date or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty MIAMI SHORES VILLAGE 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 Registered Architect and /or Engineer .. Name and address of licensed contractor. Location and legal description of lot to be built Lot Block Subdivision A Street and Number where work is to be done.... �' 1 f ''l ' E. 9 A 3 .loo State work to be done and purpose of building (by floors) _ p Y 6 BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 0 Date I r) °A.... A § I 1 � , , 19 I I' y No..._.I Y 1 6 Street r!' e• 0? 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 $ 9 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 subc tors, on }fork to be •erfurgned under this permit, as are licensed by Miami Shores Village. J Remarks (Sign ) rx■ . STATE OF FLORIDA, COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. .. Permit No.__. _._ J Date.___ ^�� ,` ° — 4 C � Read, Sworn to and Subscribed before me. Disapproved r ��� Dat __.._. . (Signed) C_ - 4 �'�' i'., 1 Building Inspector 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. Disapproved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde 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. 2u4 / 2 _ _ _ 77 Owner's Name and Address M4. 8 MM. C•2' Fe eldie4 ... No .._._....... �._ Street_... /2/3 N' . . 93 Simet Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision/2 j _. �..... Street and Number where work is to be done /� lY' 9� State work to be done and purpose of building (by floors) Reeiwwa f 29 49• ©f itoori'?' New Budding Remodeling Addition Repairs No. of Stories 01ke To be constructed of Kind of foundation Roof Covering cented file Estimated Total cost of improvements $ 13770, 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 t e sit f the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such st c o> yr6rJ tp be per under this pennit, as are licensed by Miami Shores Village. (( ✓ "�'(( Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared t1.8. l i v iLn Roo 7 ( 77 Chairman Mfcrnber Member ...... Council Approved Date . .P41 . .CtfV d tsar• l�•W • /35 5 'teet ation, 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 appl' therein by him stated are true. /14 Permit No.._____ Date and for no other purpose. 70 to me well known, at he did sign the same, and that all fads Read, Sworn to g9ei ? bbefore a itl3 il St r ileRfglictf . '11 r,y t; :7 (Signed) Y Building coo My Commis IYSOINI,eiSSION ` i � THIZU GENERA!. I f I� - _ PLANNING BOARD DATE . Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after nppmval 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. Remarks (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date .7 ' , 19 Owner's Name and Address No Street Registered Architect and /or Engineer - ,.__� • Name and address of licensed contractor , 1 _ %_ / t .' t Location and legal descriptio9 of lot to be built on: Lot E � _: -_.r � - 1 Block ------------- --- - - - - -- - Subdivision_-. Street and Number where work is to be done L____ 1 State work to be done and purpose of building (by floors) 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 $ 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. (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.___L _ � Date Read, Sworn to and Subscribed before me. Disapproved Date 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.