Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
ROOFING
FEES PERMIT Date 11 Job Address 365 N. E. 93 Street Tax Folio Legal Description IBtorically Designated: Yes No Owner/Lessee / Tenant Abeer JadalJah Master Permit # 1 1 Owner's Address 365 N. E. 93 Street Contracting Co. Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Avenue Qualifier Carlos Arocho SS# Phone 751-0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old flat roof to wood deck, tin cap base sheet felt, install galvanized eave drip and flashing metals where required, mop on with type III asphalt one layer of Ruberoid Bitumen. Square Ft. 5 s q . 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 YOI:" INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Notary as to Own and/or Condo President / Date Notary as to Contract' or Owner -Buil My Commission Expires: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Miami Shores „OW MARYLOU HERN 4 r - :4? • + ' . MY COMMISSION # CC 680474 EXPIRES: October 10, 2001 ... ,tg5'' ` Bonded fire Notary Public Underwriters RADON Phone Estimated Cost (value) $ 2 r 3 0 0 .0 0 Signature of Contractor or Owner- Builder y Commission Expires: 759 -4480 ' • Laos Date C.C.F. / ° 8 NOTARY � BONDS TOTAL DUE 361.17 r APPROVED: Zoning Building ) 1)1 i re, Electrical Mechanical Plumbing Structural Engineer b 8Lb 0 aStVAI 3/ l ivuuvcwum, Numbers on the r.,ight side of the chip dcnotos color pciber identification. Numbers on the left side of the chip denotes base / price group and special rrotr 5 )1 Contractor's Name: (Low Slope Application) 127.0140 Wo6 ❑ New Roof ❑ (Asphalt/Fiberglass Shingles) Flat Roof Area (ft') ,� s; c» Sloped Roof Area (ft') •' '•' - Total (ft') S� 1 Master Permit No. Exposure category (per ASE 7 -88): J Building Classification category (per AS E 7-88 table 1): �- Ft. Ft. v A A v ATTACHME E Fastener Type: 0 �� no Sk,wn1c nk • S PA CTNG Fleld: � 1�'O•¢ , Perimeter: to t fl •¢ • Corner: • DETAIL 1 & 2 Appendix "E" • .YTNIFORM ROOFING PERMIT APPLICATION PROCESS No. n G"flrt ss r . Job Address: 3 (oS 0, E_ q 3 S e� ROOF CATEGORY ❑ (Nail =On Tile) ❑ (Mortar- Adhesive Set Tile).. ❑ (Metal Roofs\Wood Shingles & Shakes) ❑ (Other) . __ ...... � 4 ROOF TYPE 'Re- roofin • ❑ Recovering eco•vering ❑Repair • ❑'lYlaintenance ROOF PIEIGHT AND SYSTEM DETAILS (Draw details as needed) , 1 y et Page -1 r r r ROOF PLAN ' r --- r•� - - -C _ D cck type: Und erlaynient Rid I Y1l II! IQ, 7 Insulation: Fastener typo & ;pacing: MEAN }tZiCHT (Pm axl : (Pulaxl: (Pinax3 Y D$ T A I L. 3 . App en d1 "]" UNEV0IM RQON NC PEST APPLICATION 13" Y007IL0TZ r$E0P13D SYSTEM DESCRIPTION Cep Sheetr Roof Cover Page -2 Drip edge: PROCESS No. Tilt CAL' AT X X (Aerodynunlo MulUpller); PCA: X r1, (Aerody:urnlo MulUpller); M d rl• PCA: X21, (Aexodynunlo . • tipper): ) . 1113 M PC ATTACHMENTS REQUIRED 1) Fire Directory Listing Page Dade County Product Control otico of Acceptance -Cover Sheet a) 'fie System Description b) Spe System Limitation c) General L Initations • -• d) Applicable Detail Drawings 3) Municipal Permit Application • •4) Other Component Approvals • • • : :� APPENDIX "F" REQUIRED O\VN'ERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the rooting contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code. (SFBC) govern all the minint;:,;t 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 \vorkntanship provisions or Chapter 34 are for the purpose or pro iding that the roofing system sleets the wind resistance and water intrusion performance standards. Aes :hetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing \Vood Decks: When replacing roofing. the existing wood roof deck may have to be renaited in ccordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to rem oving the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring u i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or ow ._r should notify the occupants of adjacent units of roofing \'.'ork to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can bc vi ved from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail p• netrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. S. Ponding Water: The current roof system and /or deck of the building, may not drain well and nta\ calf ;, water to pond (accumulate) in low-lying 'areas of the roof. Ponding can bc an indication of structural dis ress and may require the review of a profess'ional structural engineer. Pondina 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 no' oven .aded from n build up of water. Perimeter. /edge walls or other roof extensions may block ti;is discharge overflow scuppers (wall outlets) are not provided. It may bc necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. \'entilntion: fvlost roof structures should have some ability to vent natural airflow throul,h the i:;,teri. of th/ structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. I: may be beneficial to consider additional venting, which can result in extend•n�, the service life of the roof. S. The owner may contact the Miami -Dade County Consumer Services Department for further infoyfitation regarding the above. A Owncr's1, i;.nt's Signature 1 D :rte Contractor's Signature r M ETRO -Q4DE PRODUCT CONTROL NOTICE OF ACCEPTANCE GS Roofing Products Company, Inc. 5525 MacAuthur. Boulevard, Suite 900 Irving, Texas 75038 • Your application for Product Approval of: GS Roofing Products Modified Bitumen Roof Systems Over Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types Construction, and completely described in the plans, specifications and calculations as submitted by: Factory Mutual Research Corporation and Underwriters Laboratories, 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 31 and the standard conditions set forth on page 32. 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 th- man ac j / r. Acceptance No.: 97- 0520.01 Revises No. 95-0502.04 Raul Rodr'_uez Expires: 06/19/00 ' Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS Approved: 06/19/97 Internet mail address: postmasters @buildingcodeonline.com BUILDING CODE COMMITTEE 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. • 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 Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com . Applicant: GS Roofing Products Company, Inc. (MB) 5535 MacArthur Blvd. Suite 900 Irving, TX 75033 Category: Membrane Roofing System Sub - Category: Built -up Roofing Tvpe: Modified Bitumen Sub -Tvpe: SBS /APP ROOFING SYSTEM APPROVAL System Description Product Control No:: 0520.01 Product Control No.: 97-0520.01 Approval Date: June 19, 1997 Expiration Date: June 19. 2000 GS Roofing Products Company, Inc. manufactures and markets nationally a complete line of residential and commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these ' products through local distribution in the South Florida jurisdiction. GS Roofing products and systems are the result of years of manufacturing experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non - insulated roofing systems. For detailed system constructions, refer to the following publications: "Commercial Roof System Specification Manual ". GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for fire and wind uplift resistance. GS provides technical service and warranty information through regional offices. For the South Florida Metro -Dade area, call 1- 800 - 777 -2563. Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights, SC 29405 (803) 744-7451 ran uloaga -Plans Examine , • • uct Control Div. • lnsulation.Tvpes Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -45.0 psf Maximum Fire Classification Material Classification Wood Class A 3 Product Control No.: ^7- 0520.01 Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. Fran uloaga -Plans Examinef°reduct Control Div. Wood Deck System Limitations: A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. Red rosin sheet may also be installed on plywood decks as an option. 2 Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3 When All Weather Empire base sheet is installed as the base sheet, a ply sheet of ASTiM D 4601 type 11 (type G2) must be applied in approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq prior to installation of membrane. 2■ uloaga -Plans Exam in Product Control No.: 97 - 0520.01 uct Control Div. GENERAL LIMITATIONS Product Control No.: 97- 0520.01 • All asphalt shall comply with ASTM D 312, type (I1 or IV requirements and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to the current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range varies for each system. Consult the current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board is required on all applications over closed cell foam insulations when the base sheet is fully mopped in hot asphalt. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer and the requirements of the South Florida Building Code. 6 The submission of system specifications and details shall accompany the Section 1l Building Code Permit. This information is available in the publications listed in the `System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 7 Perimeter and corner areas shall comply with the elevated design pressures of these roof areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Anchor or base sheet fastening patterns and/or insulation attachment densities shall be increased in compliance with the provisions set forth in Metro -Dade County Roofing Application Standard PA 117 to meet these elevated design pressures. 8 All attachment and sizing of perimeter nailers, metal profile and/or flashing termination designs shall conform to Metro -Dade County Roofing Application Standard PA 1 1 1 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturer's standard details and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application. All details shall comply with the provisions of the South Florida Building Code. 10 Fastener spacing for anchor or base sheet attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105 or PA 105(A). If F', as tested, is less than that listed in the System Limitations, a professional engineer may submit revised fastener spacings utilizing F', taken from a Metro -Dade County Protocol PA 105 or PA 105(A) test report, and the provisions set forth in Metro -Dade County Roofing Application Standard PA 117. I I Fastener density for insulation attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105. IfF', as tested, is less than 275 lbf., insulation attachment shall not be acceptable. 12 Asphalt moppings shall be applied with approved asphalt and shall be in compliance with the equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(A)(3) of the South Florida Building Code. 13 Insulation may be applied in multiple layers. The first layer shall be attached in compliance with the Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manuffc :urer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with the provisions of M . : i•' . :; • ' • • • .. ' tion Standard PA 117. �/ 30 ga -Plans uct Control Div. 14 All standard insulation panels sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re -cove applications, pplications, prior to.the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code for the roof in question. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Subsection 3401.10(m), (n) of the South Florida Building Code. 17 Roof goods shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Subsection 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 31 Product Control No.: 97- 020.01 uloaga -Plans xam uct Control Div. 9 This Acceptance contains pages 1 through 32. END OF THIS ACCE 32 Product Control No.: 97- 0520.01 GS Rooting Products Company, Inc. 5525 MacArthur Blvd., Suite 900 Irving, Texas 75038 ACCEPTANCE NO.: 97- 0520.01 APPROVED: June 19, 1997 EXPIRES: June 19. 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 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 documents, are no older than eight (8) years. 7 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 ofa 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. The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Product Control Div. Membrane Type: SBS MODIFIED Deck Type t: Wood, Non - insulated Deck Description: ' or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of GS Glas Base, GS Flex -I Glas Base, Flex -1 Glas FR Base or GS Poly SMS base mechanically fastened as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Ply Sheet: (Optional) One ply of GS Glas Base, GS Flex -I -Glas Base, Flex-1-Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS torch adhered to base or ply sheet Surfacing: (Optional) Install one of the following: 1. 400 lb./sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1 '/- gal. /sq.. Maximum Design Pressure: -45 psf Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 1:12; see General Limitation #3. Specification No.: GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3 27 Product Control No.: 97- 0520.01 41 Frank Zuloaga -Plans Examiner, Pro uct Control Div. • ROOFING SYSTEMS (TGFU)-- Continued ROOFING SYSTEN.S (TGFU)--- Continued Base Sheet: Type G2, "Flex- I -G' as FR" or "Flintlastic FR Base', mecharrica eel fastened or adhered with hot roofing asphalt_ ' Membrane; 'Flintlastic FR.P ", 'Flintlastic Premium Fe :T. "Flintlastic-FR/PG' or "Fliniltstic FR Cap', adhered with hot roofi „T^ asphalt ea ;?•a 12. Deck C. 15/32' tndr 1/2 •'` '" *All joint: in deck blocked •vith 2x4's. • ;e) ;aaa..• Insulation (Optional): Palyieocyanurate, glass fiber. partite: q, combination. any thickness mechanically fastened. ' ' • •..•. • Base Sheet Type G -2. mectarticahy fastened or adhered with hot I :: �� ;! asphalt. Membrane: "Flintlastic FR -P", "Flintlastic Premium FR -P" or "Flintia Membrane: One layer "Flintlastic GTA 0/4 sq or -1 sq), Gi5" (modified bitumen), heat fused or "Flintlastic CMS', hot mopped. 5urfacingi APOC "No. 212 Fibrated'Aluminum "•. at 1.1/2 gal. 100 sq /ft. Crack), NC. • Incline: 3/4 Vapor Retarder (Optional): Type G2 "Glasbase° base .sheet or UL Classiliee vapor retarder. Insulation (optional): One or more layers or combination of the following: Ultragard polyisocyanurate, perlite. glass fiber or wood fiber insulation. Base Sheet One layer of Type G2 "Glasbase" base sheet. Membrane: One layer of "Fiintlastic STA (modified bitumen). heat fused. Surfacing: Karnak "No. 97 Ilbrate.d Aluminum ", at 1 -1/2 gal, per 100 s ge ft. Deck C -15/32 Incline: 1/2 Insulation (Optional): Schuller International "UltraGard Premier'. polyisocyanurate, wood fiberboard. partite, fiberglass. isocyanurate, any thickness. . Base Sheet: One or more plies of "Glasbase ", hot mopped or mechanically fastened: Membrane: One ply of "Ftintlastic FR" (modified bitumen), hot mopped itt place. 14 ° k NC Deck: Incline! 1/2 Insulation: Potyisocyanurate, glass fiber. pertite, wood fiber, hot mopped or mechanically fastened, any thickness. Base Sheet Type 02, mechanically fastened or hot mopped. Membrane: "Flintlastic GTA or STA ", heat fused. Surfacing: Henry Co. "Henry 520 Aluminum', applied at 1 -1/2 gal/sq. Deck: NC.. Iodine: 1/4 Insulation- (0ptional):•Glass. fiber, perlite or wood fiber board. Ply Sheet: Type G2, mechanically 'fastened. •- Membrane: "Flintlastic STA ", "GTA ", "GTA Black Diamond' or 'GTA Whit Diamond". heat fused. Surfacing: Kamak Chemical Corp. "Kamak No. 97', 1 gal/sq. Deck NC Incline; 1 Insulation: Potyisocyanurate, glass fiber. perlite, wood fiber, mechanical fastened or adhered with hot roofing asphalt, any thickness. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt Membrane: "Flintlastic GMS ", "GMS Premium ", adhered with hot roofing asphalt Surfacing: Karnak Chemical Corp. "Karnak No 97 Fibrated Aluminum Asphalt Roof Coating ". 2 -1/2 gal /sq. Deck: C•15/32' Incline: 1 'All joints blocked with 2x4's. Insulation: Glass fiber, perlite. 3/4 in. min. joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic GMS ", adhered with hot roofing asphalt. Surfacing: Karnak Chemical Corp. 'Karnak No. 97 Fibrated Aluminum asphalt Roof Coating ", 2 -1/2 gaVsq. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adhered with hot roofing asphalt, any thickness. , Base Sheet Type G2, mechanically Fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic STA ". "GTA ", "GTA Black Diamond" or "GTA White Diamond ", heat fused in place. Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating ", 3 gal/sq. De1rC'— Incline: 1 Insulation ( Optional)1'ielite glass.fitler, otyurethane, isocyanurate, phenolic combination isocyanurate /perlite, ppo q'orethane /pet ' . or wood fiber, any thickness. hot mopped or nailed. Mernbrane: "Flintlastic STA ", "GTA", "GTA Black Diamond ", "Flintlastic GTA White Diamond ", "GMS", "GMS -5M°, "GMS Double Coverage' or "GMS Premium ", heat fused or hot mopped in place. Surfacing: Grundy Industries, Inc. "al MB Aluminum Roof Coating" at 1.2 cal/sq. D. rack C -15132 Iadire: 1/4 ' Insulation (Optional): Any thickness polyisocyanurate, glass fiber or perlite, mechanically fastened, joints in insulation must be orfset 6 in. from joints in deck. sage Sheet: Type (i2 base/ply sheet, mechanically fastened or hot mopped. Ply Sheet: Type G2 base/ply sheet, mechanically fastened or hot mopped. Membrane: "Flintlastic Sir;", "GTA White Diamond" or °G Black Diamond'. Surfacing: Grundy's "al MB Aluminum Roof Coating' at 1 to 2 gal/sq. Deck NC Incline: 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickness, mechanically fastened. . R/P, FG ". adhered with hot. :oofing asphalt: (Optional): - y c c Bred with 1/2 lit:. � Insulation perlite or wood fiber. Me( hanically fastened_ Base Sheet: Type G2, met hanically fastened or adhered with hot asphalt. .tr Membrane: "Flintlastic Fl -P", 'Flinttastic Premium FR -P' or'Ri " FR /PG °, adhered with hoc roofing asphalt. D -c Inctfne: 1/2 • . Insulation:, Polyisocyanurate, . glass fiber, perlite, wood -fibe combination. any thickr.ess.'mechanically fastened_ • Base Sheet Type G2 or 'Flex- i- glas ". adhered •wittehot roofing:. ?ly Sheet — Poly SMS Base Sheet ". adhered with 'hot coo l g.aip Membrane: "GMS ". adhered with hot roofing asphalt Surfacing: Karnak Chemical Corp. "Karnak No_ 97 Flirted-),' Asphalt Roof Coating" at 2-1/2 2 U LOOK FOR MARK ON PRODUCT eck.4NC lnetine: 1/2 • c'S, an thickness. a • ga s9- 15. Deck NC lnctioc 1/4 Insul (Optional': Polyisocyanurate, glass fiber, pertiterwo e any combination, any thickness, mechanically fastened or adhe hot° roofing °asphalt. ::x Base Sheet Type G2 or "Rex- i- glas °., mechanically fastened'o_r with hot roofing asp :alt . ly Ply Sheet (Optional): Type G2 or "Flex- i- glas', merhaniolly adhered with hot ro)fing asphalt. Membrane: "Flinttaftic GMS °, "Get5 Premium ", adhered with ho asphalt. 0 ea) Surfacing: Asphalt Products OR Corp. "APOC -400 Sunbritej3r 16. Deck: C -15/32 Indine: 1/4 j. Insulation: Glass fiber, perlite, 1 in. min. joints in insuta[ioq offset 6 in. from j ants in deck, mechanically fastened_- ai;�1!i Base Sheet Type G2 or "Flex- i -glas °..mechanically fastened!' with hot roofing ; sphalt. .: c Ply Sheet (Optional): Type G2 or "Flex- i- gtas ". mechanically., adhered with hot roofing asphalt_ Membrane: "Flin'.tastic CMS", "GMS Premium', adhered witfi;ho asphalt / Surfacing: Asphalt Products Oil Corp. 'APOC-400 Sunbrite'.;' 7 . Deck NC Incline: 1/2 • • 7: Insulation (Oprionat): Polyisocyanurate perlite.• glass :fi fiber, any thicktess, mechanically fastened or hot mopped, Base Sheet One or more layers of Type G2 or 'Flex- i- gtas,4 fastened or hoe mopped in place. - Ply Sheet (Optional): One ormore layers or Types G1, G2 or mechanically fastened or hot mopped in place. • ..,. Membrane: "F.intlastic GTA', "GTA Black Diamond ", "GTA Wfi or "STA ", heat fused. • • .. • - •' . - Surfacing. Kamak Chemical Co. ' No. 97 ", applied at 1•;1 .r • 18. Decic NC . ' Iodine: 1 /4--:.." . Insulation (Optional): Partite, glass fiber, mechanically;, mopped in pace, 2 in. max thi(dcne e • • • a'.. er�f Base Sheet One or more Layers of Type G2 °Rex- i- glas". etened or not mopped in place. : Ply to t—(Optioaal) One or more layers of Types 61,e or "Poly Set', Base Sheer, or iiot mop Membrane: "GTA ", "ETA Black Diamond', "GTA Whife•Dfam heat fused ' • . - a,i' -f Surfacing: APOC No. 212 Aluminum Coating, applied':a 19. Deck C -15/:2 Incline: 1/2 ::*: lnsulatiarr: Glass fiber or perlite. min 1 in. thick media or hot mapped in place. alai, ..- 'lase Sha :t: Type 62, "F let- I -GLts° or "Flex- I -Glas FR 8asa festaned or hot mopped in place. ;•: Membrane: "Flintlastic FR -P", "Flintlastic Premium FR-P" FR/PG ", lot mopped in place. • • 20. Dcctc NC Iodi,u 2 • Insulati phenolic, on combination (Optional): Par ;ocyanur glass 8te /pe fiber rlite. . pol potyu yt re :re th thy, ,• fiber, a ry thickness. mechanically fastened or hot moQ Base Street: ',Flex- I -Glas FR Base", Type G2 ar'Flee.X -GC fastened or hot mopped in place.Y Mernt FR -P" 21. Deck C- Insul.. or . hot Base : Memb Dace: C• Inset. comb' must Base •ocfir Base with Ply ease Men Deck Ins( fast 8�s adh . gal ; "fir ad) q,, err Co bee le •_ H aDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA PERMIT N? 13666 Work to be performed under this Permit Bl. Subdi- vision value of P roject $ DATE 195 Contractor's License No Amt. of Permit $ This permit is ranted 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 specifications and that he assumes responsibility for work done by his agents, servants or employees. „�� ,,,,....•� Signed: BY ) J BY AUTHORITY 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 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. Owners Name and Address .... Registered Architect and /or Engineer Name and address of licensed contr tcto . Location and legal description of lot to c built on: Lot Block Subdivision Street and Number where work is to be done 2 / ® �... State work to be done and ose of building (by floors) I hereb be sent to. it a the plans ',•i ` N° 1 Building Inspector Chairman Mcrnber Member ...... ----- ._..._._ .._._ Council Approved Date NOTE: A charge of $1.00 will be made for the Planning Board. A re inspection fee of $1.00 will be charged materials and /or workmanship. 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 1uilding Division of Miami Shores Village shall be complied with, whether herein s• cified or not. A copy of approved plans and specifications must be kept at budding during progress of the work. Date..._...._..:.. ._ No . ..._... Street. _9 New Building Remodeling Addition Re To be constructed of Kind of fo , datio Estimated Total cost of improvements $..{(...Y.. speci cations for said buil All tees with refer �..o t l �../ PLANNING BOARD and for no other purpose. No. of Stories vering 4 9° / J • unt 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 its stru tion may The undersigned applicant for this hui ding emit 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 tinder this permit; and will post or cause ao be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ._._.__.__ (Signed)1 STATE OF FLORIDA, I COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says thee he is the. of the above described construction, that he has carefully read the foreEoing application, and that he did sign the same, and that all facts therein by him stated are true. rr��� Permit No...._._ _f l Date _.10) Disapproved .. Date (Signed) Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires DATE to me well known, Member Member Member Disapproved Date making corrections 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 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 3-23-99 Job Address 290 N. E. 93 Street Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee /Tenant Sherry Henderson Master Permit # 4 / 4 / V.S OwnerisAddress 290 N.E. 93 Street Miami Shores, Fla. Phone 754 -0850 Contracting Co. Ouality Roofing Contractor, Inc. Address 13800 N.W. 1st Avenue Qualifier Carlos Arocho Phone 751-0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off flat roof to wood deck, tin cap base sheet felt as per co( install galvanized eave drip and flashing metals where required, will mop on with type III asphalt one layer of Flintlastic Ruberoid. Square Ft. 9 s q• Estimated Cost (value) $ 2, 400 . 0 0 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 are YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOR2 RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. ' ..0 2 /a .5/c 9 Signature of owner and/or Condo President Date Notary as to 0 " and/or My Commission Expires: FEES: PERMIT APPROVED: Zoning MARYI.OU NeIWANDE2 MY COMMISSION N CC 680474 EXPIRES: October 10, 2001 Bonded Thai Notary Public Undeimttars RADON Building C.C.F. ,143/1; f Signature of Contractor or Owner- Builder Date . Notary as to Co actor or 0 My Commission Expires: NOTARY Electrical BOND TOTAL DUE Mechanical Plumbing Engineering 123.01.78 9/98 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION • PROCESS No. Contractor's Name: A Q ra 4 i�tl .! C 46f - ca Job Address: 250 A LP_ q 3 S f ccet C7 (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) E Re- • ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ROOF TYPE ❑ New Roof roofing ❑ Recovering ❑ Repair ❑ Maintenance ❑ (Mortar- Adhesive Set Tile) • ❑ (Other) Flat Roof Area (ft Sloped Roof Area (ft Total (ft 9 S) a Master Permit No. Exposure category (per AS E 7 -88): f Building Classification category (per AS 7 -88 table 1): Fastener Type: C , ROOF HEIGHT AND SYSTEM DETAILS O v51 (Draw details as needed) a. lu ttai � 0 for 2A 0-fi. ATTACHMENT n JS DETAIL 1 & 2 DD Ft. v A v $PACING 11 °• Pa Field: 9 / 0.1. Perimeter: to 0.1. Corner:iv .1 r r r r r r ROOF PLAN Page -1 Appendix "E" __... UNIFORM RQOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? MEAN HEIGHT Deck type: Undcrlayment Insulation: Fastener type & spacing: SLOPED SYSTEM DESCRIPTION Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page Dade County Product Control ce of Acceptance -Cover Sheet a) S e ific System Description b) Sp System Limitation c) General 'tations d) Applicable ' - tail Drawings 3) Municipal Permit • e elication 4) Other Component App • TILE CALCULATIONS (Pmaxl: (Aerodynam • tidier) ) - M M ' PCA: g' � rl' (Pmax2: X (Aerodynamic Multiplier): ) - e3 M PCA: (Pmax3: X ?, (Aerodynamio Multiplier): ) - M = M PC Q Page -2 PRODUCT CONTROL NOTICE GS Roofing Products Company, Inc. 5525 MacAuthur Boulevard, Suite 900 Irving, Texas 75038 Your application for Product Approval of: GS Roofing Products Modified Bitumen Roof Systems Over Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types Construction, and completely described in the plans, specifications and calculations as submitted by: Factory Mutual Research Corporation and Underwriters Laboratories, 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 31 and the standard conditions set forth on page 32. 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 th man ac d r. Acceptance No.: 97- 0520.01 Revises No. 95- 0502.04 Expires: 06/19/00 Approved: 06/19/97 4 Internet mail address: postmaster @buildingcodeontine.com OF ACCEPTANCE BUILDING CODE COMMITTEE METROPOLITAN DADE COl1NT;YFLO '; " RIDA;::. METRO -DADE FLA BUILDING CODE COMPLIANCE1OFFICE.<'' METRO•DADE•FLAGL'ER BUILDING 140 WEST FLAGLER STREET, SUITE MIAMI, FLORIDA 33130 -1563 ( FAX .(305) 375 -2908 PRODUCT CONTROL DIVISION . (305) 375 - 2902-.;. FAX (305) 372 -6339 Raul Rodr'_uez Product Control Supervisor THIS ISTHE COVERSHEET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS 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. ar es ganger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buiidingcodeonline.eom Applicant: CS Roofing Products Company, Inc. (MB) 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Catestorv: Membrane Roofing System Sub - Category: Built- up,Roofing Tvpe: Modified Bitumen Sub -Tvpe: SBS /APP d ROOFING SYSTEM APPROVAL System Description Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights, SC 29405 (803) 744 -7451 Product Control No.: 97- 0520.01 Product Control No.: 97- 0520.01 Approval Date: June 19, 1997 Expiration Date: June 19.2000 GS Roofing Products Company, Inc. manufactures and markets nationally a complete line of residential and commercial BUR and modified bitumen products. "Gs Roofing Products Company, Inc. markets these 'pro through local distribution in the South Florida jurisdiction. GS Roofing products and systems are the result of years of manufacturing experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non - insulated roofing systems. For detailed system constructions, refer to the following publications: "Commercial Roof System Specification Manual ". GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for fire and wind uplift resistance. GS provides .technical service and warranty information through regional offices. For the South Florida Metro -Dade area, call 1- 800 - 777 -2563. ran uloaga -Plans Examen uct Control Div. .Insulation Types Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -45.0 psf Maximum Fire Classification Material Classification Wood Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory' or other approved testing agency listing directory for Fire Classifications. 9 a • Product Control No.: ?7- 0520.01 • Fran uloaga -Plans Examt ct Control Div. Wood Deck System Limitations: 1 A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. Red rosin sheet may also be installed on plywood decks as an option. 2 Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3 When All Weather Empire base sheet is installed as the base sheet, a ply sheet of ASTM D 4601 type 11 (type G2) must be applied in approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq prior to installation of membrane. 19 Product Control No.: 97 - 0520.01 uloaga -Plans Examin , ••uct Control Div. ;r; GENERAL LIMITATIONS 1- All asphalt shall comply with ASTM D 312, type 111 or IV requirements and approved by applicant. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to the current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range varies for each system. Consult the current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board is required on all appl►cations over closed cell foam insulations when the base sheet is fully mopped in hot asphalt. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer and the requirements of the South Florida Building Code. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 7 Perimeter and corner areas shall comply with the elevated design pressures of these roof areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Anchor or base sheet fastening patterns and/or insulation attachment densities shall be increased in compliance with the provisions set forth in Metro -Dade County Roofing Application Standard PA 117 to meet these elevated design pressures. fi All attachment and sizing of perimeter nailers, metal profile and/or flashing termination designs shall conform to Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturer's standard details and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provisions of the South Florida Building Code. 10 Fastener spacing for anchor or base sheet attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105 or PA I05(A). If F', as tested, is less than that listed in the System Limitations, a professional engineer may 'submit revised fastener spacings utilizing F', taken from a Metro -Dade County Protocol PA 105 or PA 105(A) test report, and the provisions set forth in Metro -Dade County Roofing Application Standard PA 117. 11 Fastener density for insulation attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105. If:F', as tested, is less than 275 Ibf., insulation attachment shall not be acceptable. 12 Asphalt moppings shall be applied with approved asphalt and shall be in compliance with the equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(A)(3) of the South Florida Building Code. 13 Insulation may be applied in multiple layers. The first layer shall be attached in compliance with the Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with the provisions of M .• „. • ° .. PA 117. .. • lion Standard /' 30 oaga -Plans Product Control No.: 97- 0320.01 uct Control Div. 14 All standard insulation panels sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 1.5 In re -eovery applications, prior to•the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA for uplift resistance.. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code for the roof in question. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Subsection 3 (n) of the South Florida Building Code. 17 Roof goods shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with ro riet or a p roved adhesives may be used prior to the application of the insulation layer. p p pp 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Subsection 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. A 31 Product Control No.: 97 -0520.01 uloaga -Plans xam , ' .•uct Control Div. Product Control No.: 97- 0520.01 CS Roofing Products Company, Inc. 5525 MacArthur Blvd., Suite 900 Irving, Texas 75038 ACCEPTANCE NO.: 97- 0520.01 APPROVED: June 19. 1997 EXPIRES: June 19, 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. 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 ether purposes. The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 32. END OF THIS ACCT 4` 32 Product Control Div. Product Control No.: 9 0520.01 Membrane Type: SBS MODIFIED Deck Type f: Wood, Non - insulated Deck Description: l /, :" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of GS Glas Base, GS Flex -I Glas Base, Flex -1 Glas FR Base or GS Poly SMS base mechanically fastened as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Ply Sheet: (Optional) One ply of GS Glas Base, GS Flex -I -Glas Base, Flex- I -Glas FR Base, GS PoIySMS or one or more plies of F lintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq.. Membrane: One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR -P, Flintlastic Premium FR -P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply slieet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs. /sq. or Flintlastic GTS torch adhered to base or ply sheet Surfacing: (Optional) Install one of the following: 1. 400 lbJsq. gravel or 300 lbisq, slag in a flood coat of approved mopping asphalt at an application rate of 60 Ibisq.. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1 V2 gal. /sq.. Maximum Design Pressure: -45 psf Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 1:12; see General Limitation #3. Specification No.: GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3 27 Frank Zuloaga -Plans Examiner, Pro uct Control Div. 1100FTNG SYSTEMS (TGFU)-- Continued Membrane: One layer "Flintlasde GTA ( -3/4 sq or -1 sq), Gi5" (modified bitumen)• heat fused or "Ftinttasric GMS , hot mopped. Surfacing: APOC 'No. 212 Fibratod•Aluniinum at 1.1/2 gat. 100 sq/ft. Oect; 14C lncrinei 3/4 Vapor Retarder (Optional): type G2 - Giasbase' base .sheet or UL Classiiiea vapor retarder. Insulation Optional : One or more layers or combination of the following: Ultragard Premier, polyisocyanurate. perlite. glass fiber or wood fiber insulation. as Sheet: One layer of Type G2 "Crlastase" base sheet. Membrane: One layer of "F'llnttasrtic STA (modified bitumen), heat fused. Surfacing: Karnak "No. 97 Fibrated Aluminum ", at 1 -1/2 gal. per 100 sq/fi. Deck C -15/32 Incline: 1/2 Insulation (0ptiona0; Schuller International "UltraGard Premier. polyisocyanuate, wood fiberboard. partite, fiberglass. isocyanurate, any thickness. . Base Sheet: One or more plies of "Giasbase ", hot mopped or mechanically festened.' ' • • ••• • • Membrane: One pty oF"Ftintlastic FR" (modified bitumen), hot mopped in place. De.Cia NZ Indicter. 1/2 Insulation: Polyisocyanurate, glass fiber. perlite, wood fiber, hot mopped • or mechanically fastened, any thickness. • Base Sheet Type G2, mechanically fastened or hot mopped. Membrane: "Flintlastic GTA or STA ", heat fused. Surfacing: Henry Co. "Henry 520 Aluminum', applied at 1 -1/2 gal/sq. • Deck: NC.. Indira: 1/4 Insulation (Optional) :•Glass fiber, perlite or wood fiber board. Ply Sheet~ y ype G2. mechanically 'fastened. •• Membrane: Flintlastie STA ", "GTA ", "GTA Black Diamond' or 'GTA White Diamond ". heat fused. Surfacing: Kamak Chemical Corp. "Karnak No. 9T', 1 gal/sq. Deck NC Inclines 1 Insulation: Polyisocyanurate. glass fiber. perlite. wood fiber, mechanically fastened or adhered with hot roofing asphalt, any thickness. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt Membrane: "Flintrastic GMS ", "Gi4S Premium ", adhered with hot roofing asphalt Surfacing: Karnak Chemtcat Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating", 2 -1/2 gal /sq. flack: C- 15/32' Incline: 1 'AU joints blocked v.ith 2x4's. Insulation: Glass fiber, perlite, 3/4 in. min. joints in insulation must be offset 6 in. from joints it deck, mechanically fastened. Base She Type G2, mechanically fastened or adhered with hot roofing asphalt Membrane: "Flinttastic GMT', adhered with hot roofing asphalt Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating', 2 -1/2 gal/sq. . Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adhered with hot roofing asphalt, any thickness. , Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt Membrane: "Flintlastic STA" . "GIN', 'GTA Black Diamond" or "GTA White Diamond', heat fused in place, Surfacing: Karnak Chemical Corp. "Karnak Na. 97 Fibrated Aluminum Asphalt Roof Coating ", 3 gal/sq. � "' • Indioe: 1 Insulation (OptionZ):idrllt,tr • pgtass.fibey olyurethane, isocyanurate, phenolic combination isocyanurate /perlite, poTailr thane /pe ' r wood fiber, any thickness. hot mopped Or nailed. _ Membrane: "Flintlastic STA', "GTA', "GTA Black Diamond ", "Flintlastic GTA White Diamond', "CMS', "GMS -5M', 'GAS Double Coverage' or 'CMS Premium', heat fused or hot mopped in place. Surfacin;: Grundy Industries, Inc. "al MB Alurinum Roof Coating" at 1r2 gat/sq• . Occk C -15/32 • Iadtne: 1/4 ' Insulation (Optional): Any thickness polyieo yanurate, glass fiber or per {rte, mechanically fastened, joints in insulation must. be offset 6 in. from joints in deck. lace Sheets Type G2 base /ply sheet, mechanically fastened' or hot mopped. Ply Sheet Type G2 base /ply sheet, mechanically fastened or hot mopped. 1 Membrane: "Flirrtlastic SH', "GTA White Diamond" or "GTA Black Diamond'. Surfacing: Grundy's'al MB Aluminum Roof Coating' at 1 to 2 gal/sq. Uack NC Incliner 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber, any coribinataon, any thickness, mechanically fastened. • . ROOFING SYSTEN.S (TGFU)--- Continued • : .�r' ; r ; Base Sheet: Type G2, 'Flex -I -G FR' or "FlintLutic FR Base ", mecharrica iii. fastened or adhered with hot roofing asphalt •' i` Membrane: "Flintlastic FR-P", "Flintlastic Premium FR:* .• "Flintlastic- FR/PG' or "Flintlsstic FR Cap', adhered with hot roof ; ,� -. asphalt , .:ts • S' 12. Desk C•15/32* Incline: 1/2 • "y ' ; .' a 'AU joints in deck blocked with 2z4's. • ai.• ,r¢.;..'• (Optional): Y Y 9 lass anurate fiber. perlite.. . • Insulation P.,l isoc � . i q: combination, any thickness mechanically Fastened. .'k•''`.... Base Sheet_ Type G -2, mechanically fastened or adhered with hgt !:- !: a5phalt. Membrane: 'Flintlastic FR -P", 'Ftintlastic Premium FR -P".or "fun FF:/P.G "7 adhered with hot :oofing asphalt 113 eckktie incliner 1/2 *;i; Insulation -(Optional): EIS, any thickness. covered with 1/2.i��..,. .. perlite or wood fiber, user hanicaUy fastened. • a. . ; :r Base Sheet Type G2. mer hanically fastened or adhered with hot:..,; asphalt. o ._ i,: . Membrane: "Flintlastic F.P. i" 'FlintL9stic Premium FR -P' or 'Ili .: is. :r. 'FR/PG', adhered with hoc roofing asphalt, tR ' ,. 14. Oeel NC Incline. 1/2 •, .. Insulation:. Poly socyanurate, . glass fiber. perlite. wood -fibe r; • combination. any thickr,eis.'mechanicaly fastened. .'• • *_ a.f• • Base Sheet: Type 62 or 'Rex-tile. adhered •witeuhottroofing'i: , fi s • . Ply Sheet " SMS Base Sheet'. adhered with • hot roofihg;asp V : `' Membrane: "GMS', adhered with hot roofing asphalt ,:, , 1;;,�; .• . Surfacing: Karnak Chemical Corp. ' Kamak No. 97 Fibrated-.A 1 t Asphalt Roof Coating ". at 2 -1/2 gal/sq. • e. 15. Deck NC lnctinm 1/4 �•,�; Insulation (Optional': Polytsocyanurate, glass fiber, perliterwo • any combination. any thickness, mechanically fastened or adhe h roc fing.asphaIT- ; ;, Base Sheet Type 62 or " flex i•glas' mechanically fastene i ,." ;� :'• with hot roofing asp salt: _> � ; Ply Sheet (optional): Type G2 or "Flex- i- glas', mechanically ; � adhered with hot ro:fin asphalt > , r:;: + •a "•: y t,r•. Membrane: 'Flirrtlattic his', "GMS Premium'. adhered wit r S w asphalt. �`•,. Suradn : Asphalt Products OT Corp. "APOC -400 SunbritE',- ; ;3.gal i ; , ;, 16. neck C- 15//32 Incline 1/4 : i :7 41 . 5' :" Insulation: Glass fiber, perlite, 1 in. min. joints in insulapo '' offset 6 in. from j:inis in deck, mechanically fastened.. 4, Base Sheet Type G2 or "Flex- I- glas•.mechanically fastened o with •hot roonnnnc : sphalt. :4`.& Ply Sheet (0ptio +rat): Type G2 or "Flex -i- glass. mechanically: adhered With hot roofing asphalt • rf Membrane: "Flin'.lastic GMS', •GMS Premium', adhered witfikho asphalt. - Surfacing: Asph :tit Products Oil Corp. "APOC -•400 Sunbritre ' 7. Deck: VC Inctine:1 /2 .'•z: Insulation (Optional): Polyisocyanurate perlite.• glass fiber, any thidoress, mechanically fastened or hot mopped Base Sheet One or more layer of Type G2 or "Ftex i -glas} fastened or hoe mopped in place. •:eml Ply Sheet ( Optional): One or'more layers or Types 61, G2'oi mechanically f,tened or hot mopped in place.. • '• ee P Membane:'F.intlastic GTA', "GTA Blade Diamond', 'GTA W or 'STA", heat fused. Surfacing. Karnak Chemical Co. "No. 97', applied at',.= 18. Deck KC ' Udine: 1/4.1^. Insulation (Optional): Pcrlite, glass fiber, mechanicr4yl, mopped in pace. 2 in. max thickn . :. vVrig Base Sheet One or more layers of Type 62 'Flex I-gta faened or not mopped in place. .:A Ply Siieet One or mom layers of Types G1,;,G2' or "Poly Shl`. Base Shee m2haTiicallyufastensd or lioisipop..,. Membrane: "GTA", "GTA Black Diamond', 'GTA Wh te'Diatn• heat fused ',y'.# < Surfacing: APOC No. 212 Aluminum Coating,•applied''ac -..� :t 19. Deck C -15/:2 incline 7/2 •441 .'s r'l Insulation.: Glass fiber or perlite. min 1 in. thick mecn- . 1 or hot mcppcd in place. •. a..% Sr Base She :t: Type G2, •hex -I -Glass or "Flex- I -Glas FR Bas;' 1 ^B '•r;; fastened or hot mopped in place : ' ', •;, 3 Membrane: "flintlastic FR -P", "Flinttastic Premium FR f. FR/PG", tot mopped in place.. .. :re. 4' 20. Dade NC r L+din •..=' "r r' t: Insulation (Optional): Pertite, glass fiber. polyLrethen r =' :r`3:'��.� pheno!ir., Combination iaocy /perlite. potyureth .+:� � %+ fiber, a ry. thickness. mechanically fastened or hot mdg 'LNJ',�f' BaseStreet — . Flex - - Gies FR Base, Type G2 or "Fie 44(. ! fastened of hot mopped in place. • e.a. :te LOOK FOR MARK ON PRODUCT Membr FR•P' r f. Deck Cl Insole or hot Base: Memb Oack C• Insut combf must Ba se roo fir Ba se wi th s Me e 7�. Deck tnsi fast Bas adh gal • " " f1. edI • 9' Mr Co bee In rr g ( • . BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot 11 CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA ERMIT N? 13550 Work to be performed under this Permit BL Subdi- vision Value of Project $ DATE r ' 195 Contractor's License No Amt. of Permit $ i 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 assui tes 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, statement; 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 Q MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ) G q - C 3 Time Type Insp'n ■ tkaS ( Permit No. P O" no Name - Address 4 t ' 4e q?), c • Company Q • Phone # 49 , 5 For Inspector: Sp 10111;1C-5 Name & Date Approved Correction ❑ Re- Insp'n Fee ❑ '/G&ik 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 c•I•v•I•L E•N•G•I•N•E•E•R Project: Dear Sirs; , LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 M.I.S. Corporation 10221 Southwest 16 Street Miami, Florida TILE UPLIFT TEST Residential Home 290 Northeast 93 Street Miami Shores, Florida Information provided by client: Permit Number: BP2003 -1302 Date Completion: October 1, 2003 Roofing Contractor: M.I.S Corporation LG Engineering Services, Inc. Project Number: LG03 -1537 (Testing Laboratory Certificate #00- 0224.07) October 6, 2003 In accordance with your request and authorization, a representative ofL Engineering Services, Inc. completed the Roof Tile Uplift Test 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 ofmortar 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 Hanson 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 tile 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 ineets.the test requirement outlined in the above mentioned protocol: Attached please find a copy of our test report for your review. • 1 1 1 1 1 1 1 1 1 1 1 1 1 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. Mohamad Sonny Salieh, P.E. Project Manager TILE UPLIFT TEST Residential Home 290 Northeast 93 Street Miami Shores, Florida Square Ft. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N '. 2 Avenue • Miami Shores, Florida 33133 • Phone: 305- 795 -2204 • Fax: 305- 756 -8972 Owner /Lessee/Tenet �' '&/e - DateY/ / %/ Job , es / t/ 9‘, Tax Folio , Legal Description Historically Designated: Yes No Master Permit # r (co3 r Owner's Address c9 r5 3 r Phone C.7el6-' 7 " 7 W Contracting Co. �. ' Address /48 '(j **C51. 3 c Qualifier ,��G'i/lo4v iL � " ' a1 Z-i - '�` %! Phon`�" "' �I Z.537 04177 C , ' State # Municipal # C o npetency # 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 $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL R FING� WORK DESCRIPTION /� -"-- C� �O_G�f /� '� "� r G- // Estimab:d Cost (value) 410 . YU ' O WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTP' (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR N DTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNER$ AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulayi construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. /Signature of owner and/or Condo President ilifia Date MICHAEL WILSON My Comm E;:p. 5/1/04 No. CC 930003 Not D2. IA My Commission Expires FEES: PERMIT 2 -1C •w RADON APPROVED: cTnf --iO • 00 Zoning Building Mechanical Plumbing C.C.F Signature of Contractor or Owner BuYder MICHAEL WILSON My Cantu ¶ p. 5/1/04 CC 73000 tvj Ae r , 1 � qr t Owl Bu i �. 10 - NOTARY der 04( r � - g774 3 Date BOND TOTAL DUE 2 `� 3 • -'`� \Ur 1 1_2003 Electrical b' r 6 r Structural Engineer rd 4401 .$ Date NOTICE: OF 00iVII MENCEMENT ERMIT NO. • TATE OF FLORIDA: TAX FOl Ir'� N':). OUNTY OF DADE: tE UNDERSIGNED hereby gives notice that imprcv will be made to certain real property, and in accord hapter 713, Florida Statutes, the following Informa: "r- ` < <,; '^I ance with . ed fn this Notice of Commencemen Legal de cri.tldn of property and street address: Description 9f Improvement: Owner(s name and address: erest in property: me and address of fee simple titleholder: 7,On tracOrs,,p a and address: Iwo of Owner 1 Owners Nam hitoands lry Public 7i1:\ T=rn- L^. " ",CC: / C. or/Ur7aI il,„o . 1 u 148 (NESS /tPi i tt 10 id HRI t Ey II J J i U, b {�` - i1 err Cdl Out71� /Ceuris rat Surety:(Payment bond required by owne from contra: ;r, h' y) ne and address: punt of bond $ .ender's name and address: 'ersons within the State of Florida designated by U44ler capon whom notices or other documents may be s Section 713.13(1)(a)7., Florida Statutes, ne and address: . 1 addition to himself, Owner designates the foliowir:; I„3f, to receive a copy of the Uenor's NotIc/ Lion 7 13.13(1)(6), Florida Statutes. ne and address: xplration date of this Notice of Commencement: (the ;•-(e):r<<,t - 1 date is 1 year from the date of ref rent • : Is specified) / • .11 Wd ■.- My Comm ExP. 5/1/04 No. CC 930003 I 1 Personal t Or.. 1 ■ �� mi.,Lie/ 1 111111 11111 11111 11111 11111 11111 11111 1111 1111 C F N 2 60'20:00 9 OR Bk 21557 Ps 1973; (1P9 RECORDED 03/21/2003 12:57:33 HARVEY RLJV'IiNN CLERK OF COURT MIAMI -°DADE - f OUNTY r FLORIDA LAST PAGE 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 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 e ned. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane - 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 • ddressed as part of the agreement between the owner and the contractor. #10 . 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be r ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B ng 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 hould 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 tions of the underside of the decking may not be acceptable. The Florida Building Code provides the f maintaining this appearance. ' 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may ause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the o. 1� 1 roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if l over • w scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in a . v ante with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. wner's /Agent's Signature C: WOCC? IC- I■c.np`LOCALS- I■Trn.OSCCTIOS ISSJ.duc /g /03 Date � ontractor's 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 e . ed. 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 pe • -• ance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provi ions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be a essed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Bui g Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Colnmon 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 wn ould 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 from below. w 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 of, • .0 f 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 or' . •.. •offing system is removed. Ponding conditicns should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not avefioaded 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 a ., %f'6nce with the Florida Building Code, Plumbing. . 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. v. er's /Agen s Signature C ADOCU ME- Ilcmp'LOCALS- 1'TcnuASCCTION IS.i.J..c Date / r / 63 ontractor's Signa ure 1_ f� 4 Master Permit No. Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof ; l :I t '.1_ L1 _4i 1 I 1 I. • 1 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) ❑ Mechanically Fastened Tile 8 /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section = Roo lan) 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. 1 r r-1. -i :-c 1�. • - - - -- 4 - T-- 1-!.;_1 L 1 ; 1_1 1 L -te rt 4. , .. .� ..1...1 .- 1 I 4.1 TIT Process No. ROOF CATEGORY r.....—... tthrt Cads Edition 2002 J , 11 lamas U.M.14.1irddria lans Unican Nod ilipplIssioa rem. i , • , - a,ftethan g aiiii ealcuititiOittii lior Munn bassi Zatw 53 lts1 !Ic..7 ?, ,1,rtruiirt•_ as van's. 1 On Manias nano iiiiiii ei. ii CliWaiZZLL C. 477-,±17 e_!rtn tr,"'""Al .0 Ow Mr nin e, tor an ono 1Z !i wst_tiLit iiiii_i. "472T. ii olstracwa.s ia; ,......., .2. 90 11 11CthZ° :;:iiP ........'''' ‘4,--!..-,!"—A!,?-1 144 IS _l_...._1 irAO,, . 1 .. i. zz= ;. --4 , 21 .1 _,Ilns, gr,1641ava NV IMMO MOW ----'1-- - f 1 "Ir•' li Itmaiied Simnel siiiiiiiisass 44 - 46a ILLL :.::0 _ _ I,V 16 - 1r------Y' \ if 1 \ / i I/ - — / ell, 1 i al l i ii A - - - - - - 1 - - - --3 i ••••■ war i 1 A i d I r---'niii---VT-----r—iiOA 1 .,,,...4_"7-in! ...,.. i _ . 1 P Q..... / 1 toS. !!..? f.!,4 le ematioseeni wthlklbit et sassuat iss9a tie 1 lam%BmiNfigtd ems! basSill (MIN sal, Aliosim. / 1 "- . 117 • _ ..;. • - ". - • " • . - . _ • 1, • ..• . " f • r For Up11.11 *nod W . tt-S ft" r 'OA 0 %Wan tor ir iv *fa-161i 4.t q!"..°2■ tka," A*10 sera its rea ins ilia 1 ca. ....4160 ic - --- .=-;.'; a " lae67 = Pa.?? 2 AR 127 . .... I IA 8 —.I.. I a...-. Q 0••••■00 '..i L' ■7 '-' 7 " •■•:•:■311P7.' ::':'; L -:''' ii - - . =00 MA Ft -.01. -4.114.4 -- PM Pt_ — 1 lont irvat-,-onsteNA4. Ifins its awl — UneriPtiCei 1 _ 1 Monk ItedhidAT te—. 1 9 1 Roof System Manufa rer. ► 0 C Tic- ' Notice of Acceptance umber ° l• . < P ' Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1 - P2: • Z9 P3: 22, 2_. Maximum Design Pressure (From the NOA Specific System): Method of tile attachment bti V,a ic R oof Slope: '3 . 12 1 • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Porn* Application Font 1 Section D (Steep Sloped Roof- System dp *� • C s . )•. t s* • :s' J . p .. yet • '• • • St e ep Sloped Roof System Descriatiort Deck Type: Ridge Ventilation? pe Underlayment nsulation: •t--- A1/4 re earne I W'oov sob" it). 1 1t3o lb . -rig -c4pP (,r) N� stoner Type & Spacing: dhesive Type 7( A, i /,fyr'fa A// /6D ype Cap Shee r oof Covering: ? / J v Di i /SON 'Tr /K ff AY Type & Size Drip dge: 1 iX3" 24, A4/it. 4 I J. J 1 V . JVJVJJJO�G MIAMI.OACE ® BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 lUUANMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLE° BUILDING 140 WEST FLAGL ER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S S COPE: 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 ofRuies and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authoriy Having Jurisdiction (AH3). 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 AH3 (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 tcsti g and the AFL may immediately r.- /. cYe, modify, -ors spend the tier of such prod :. • of raterial within their j::risd BO F'-' reserves the right ''r^Trc:s .' this BiJ� 7 : :?Cti if it is determined by :...: rni. wade County Product ee:: Division C;,L': tr is product or neazerial fails to tt :c the requirements oldie applicab,c building code. This product is approved as described herein, and has been designed to comply wit:, the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Nordic Flat Roof Tilc 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 bc considered alter a renewal application has been flied 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 bc 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 the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuioaga, RRC NOA No.: 02- 0916.10 Expiration Date: I2/16/07 Approval Date: 12/19/02 Page 1 of 6 07/01/203 10:15 3056659626 2. PRODUCT DESCRIPTION Manufactured by Apolitaft Hansen Nordic Flat Trim Pieces - 2.l ROOFING ASSEMBLY APPROVAL Category Sub Cat egory: .J. : Matcrial: Roofing ru Oting T I les Concrete 1. SCOPE This renews a roofing system using Nordic Flat Roof Tile, as manufactured by Hanson Roof Tile d.b,a, Pio Condctc Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a motnent based system. Tile Screws Hurricane Clip & Fasteners Dimensions Length: 1(!4" Width: 13" Thic1a ess Length: varies Width: varies Varying thickness Product Qimensions Tile Nails Mi tad„ 3" • > V V A J #8`. 2 W long 0.335" head dia. 0.131 shank dia. 0.175" screw thread dia. Clips Min. %2" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 Test Specifications TAS 112 TAS 112 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test v===.e i Tr..., i i 4 Appendix E TAS 114 Appendix E TAS 114 Appendix E COMA CAST CORPORATIO PAGE 02 Product bcscrl flop F:. prr.:;1e 111.:.ilock;nc evtaided concrete roof tit equipped with two nail hole_. roe ciirrct ersk er battened nail- on, rn rcar or ac;Pes've set. applications. Accessory trin+ concrete roof pieces for use at hips, rakes ridges and valley terminations. Manufactured for each tile profile. Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant, coated. square drive, galvanized, coarse thread wood screws Corrosion resistant clips with corrosion resistant nails. Manufacturer Generic (With current NOA) Generic (With current NOA) Generic (With current NOA) NOA No.; 02- 0916.10 E 'Y' r at:on D21,12: 121:6107 Approval Date: 12/19/02 Pagv 2 of 6 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12 �• .. 6'' :12 7": 12"or greater Battens Direct Deck Battens Direct Deck Battens ` Direct Deck Battens Direct Deck Battens Direct Deck Hanson Nordic Flat Tile 5.95 6.78 5.87 6.67 5.74 6.54 5.60 6.37 5.44 6.19 07/01/2Jj:3 1U:15 305665966 .11►' \N COMA CAST COPPOPATIO 3. LIMITATIONS 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 required, refer to applicable building code. 33 Applicant shall retain the services of a Miami -Dade Co9nty Certified Laboratory to perform quarterly test in accordance with TAS 1 12, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 33 30/90 hot mopped underlayrncnt applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment 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 'Nordic Flat' Roof and cl Roo. i.e an.. its components snail be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations PAGE 03 NOA No.: 02 -0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 Table 1: Aerodynamic Multipliers Jl (ft Batten Application; 0.267 - X (ft t (ft Direct Deck Application 0.289 Tile Profile Hanson Nordic Flat Tile 07/01/2Jj:3 1U:15 305665966 .11►' \N COMA CAST COPPOPATIO 3. LIMITATIONS 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 required, refer to applicable building code. 33 Applicant shall retain the services of a Miami -Dade Co9nty Certified Laboratory to perform quarterly test in accordance with TAS 1 12, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 33 30/90 hot mopped underlayrncnt applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment 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 'Nordic Flat' Roof and cl Roo. i.e an.. its components snail be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations PAGE 03 NOA No.: 02 -0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -ibt For Sin le Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Nordic Flat Tile PoIYProm' 118.9' PoJyProTM PolyPro'". 40.45 4 Large paddy placement of 45 grams of 5 Medium paddy placement of 24 grams of PolyPro f'. 07/01/2003 10:15 3056659626 Tile Profile Hanson Nordic Flat Tile Table 3; Attachment Resistance Expressed as a Moment - M (ft -Ibf) For Nail -On Systems Fastener Type 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smobth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) ' 1 -10d Smooth or Screw Shank Nail (Eave Clip) COMA CAST COPPORATIO PAGE 04 Direct Deck (Min 15/32" plywood) 30.9 7.3 14.0 30.8 51.7 24.3 19.0 Direct fleck (Min. 19/32" plywood) 38.1 9.8 18.8 19.0 2 -10d Smooth or Screw 35.5 35.5 Shank Nails (Field Clip) 2 -10d Smooth or Screw 31.9 X 31.9 Shank Nails (Eave Clip) 2 -10d Ring Shan, 50.3 Nails' Installation with a 4 the headlap and fasterners are located a min. of 2W from head of tile. Battens 17.2 4.9 7.4 30.8 18.2 5 i.7 24.4 24.3 24.2 65.5 22.1 34.8 32.2 48.3 Table 4: Attachment Resistance Expressed as a Moment M (ft - Ibf) For Two Pa Adhesive Set Systems Tile Profile Tile Application Hanson Nordic Flat Tile Adhesive 7 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weighs per patty 13.9 grams. Poi oam Product, Inc. Avera a we'. hl • er . a 8 • rams. Minimum Attachment Resistance 31.3 NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 07/01/2003 10:15 3056659626 .Tile Profile 1 Hanson Nordic Flat Tile COMA CAST. COP.POP.ATIO Table 4B: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Mortar Set Systems Tile Application Mortar Set 5. LABELING 5.1 All tiles shall bear imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENT 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. PAGE 05 Attachment Resistance 39.0 NOA No.: 02-0916.10 Expiration Dale: 12116107 Approval Date: 12/19/02 Page Sof6 07/01/2003 10:15 3056659626 COMA CAST CORPORATIO PAGE 06 FASTE.NER HOLES PROFTLE D RA WIN G HANSON "NORDIC FLAT" ROOF TILE NORDIC FLAT END OF THIS ACCEPTANCE NOA No.: 02-0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 r I:itAM1{ P ` ODUCT CONT OL NOTIC OF Polyfaam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 7 7383 -1132 CL PTANC[; Your application for Notice of Acceptance (NOA) on Two Component Polyurcthcnc FoanI Adhesive under Chapter 8 of the Code of Miami -Dade County governing the l pse of Alternate Materials and Types of Construction, and completely described herein, has been rcomntended for acceptance by the Miami Dade County Building Code Compliance Office ( ©CCO) under the conditions specified herein. This NOA shall not be valid after the expiration dare stared below. product or material at any time from a jobsite or manufacturer'? plant for qu control hestting. 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 rrscrve, the right to revoke this approval, if' it is determined by ACC° that this product or material fails to meet the requirements of the South Florida Building Code. I 'l expense of such testing will be incurred by the: mantlfact ACCEPTANCE NO.: 01-0521.02 EXPIRES: 05/10 /2006 !'PROVED: 0G /t 4Rt)Q l 11t0450001tpc200011ternplateslnetreeaeecpcance :ewer Cage.dot 1"tIcrnrt add ress: postmaster (thuitdinl;codeontlne.tom c_9_NDITIO S - •1 T'1 .l firm f *JVn ft -7AI rcr. MIAMI -DARE COUNTY. TtLOR(DA METRO -DADE FLACLER BUILDING BUILDING CODE COtt II LtANCE OF FIDE meTRO -onor: FLAG1-rR BUILDING 1411 %WEST rLAGLER 5'rRf I T. SUIT( 160 hllnn.lT. FLORIDA 3313n -1563 1305) 3/5 -3001 FAX (JOS) 3 c:oN'ILAC UR I.K-ENSINC sEC11ON 005)37S-2527 FAX MS) )7S•2.sSg CONTUACIVD I rN3nCv 1 - DIVISION (305) 37S -296a I'AX Om) 375.29Ur Raul Rodriguez Chief Product Control Division THIS IS TI-11 COVI?RSTirET SEE Al)n TIONAL !DACES FOR S( NI) GENERAL BUILDING CODE & PRODUCT, REVIEW COMM1TTFE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used ill Miami Dade County, Florida under the conditions set ibrth above. PRODUc'1' CONTROL. DIVISION (301375 -2902 FAx (205) 372 -6)39 Francisco J. Quintana. R.A. Director Miami -p;,dc County. Building Codc Compliance Mice t l H : hall: / /www. fiyil di nbc o deo nii nc.c on l 11-AT n 1 A t ...- 7•v . A... . 7 IQ . snn1 ( ProPackc9 30 & 100 Pnl. F m Prod ci r RQ4k»INC ASSEMBLY APPROVAL Suh� n Material,; Roofing Roof Tile Adhesive Polyurethane 1. SCOPE This approves Polyp, -u® A11160 as manufactured by Pot foam Proucts, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AK 160. Where the attachment' calculations are done as a moment based syste for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by A (ic tot Dimensions Test Product Polypro® At - 1160 NIA lteeification.s Deseri lion PA 101 Two component foam pro® RTf 1000 polyurethane Dispensing Equipment N/A N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Root Assembly having a current NOA which list uplift resistance values with the use of l'olypro All 160 roof tilt adhesive. 2.2 Typical Physical Properties- Prl_2aupe Test Density ASTM 0 1622 Compressive ASTM D 1621 Strength Tensile Strength ASTM 0 1623 Water Absorption ASTM 0 2127 Moisture Vapor ASTM C 96 Transmission Dimensional ASTM D 2126 Stability "1 \TT'C T•Nrsoinv T TRW% Tt'Tn T Rcsulte 1.6 IbsJiL 18 PSI Parallel to risc 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perin / Inch ACCEPTANCE No.: 01�.05?1.02 Approval pate: _Iune 00 t Expiration Date: May I0, 20m6 4 0.07% Volume Change Op, _400 F.. 2 weeks +6.0% Vr,Iumc Chaney n t tumidity. 2 weeks Dispensing Equipment Frank Zuto:tga. RRC Product Control Examiner -.Av. • . w • - . Pol foa Prod inc. ACCEPTANCE No.: 0I- 0521.02 Note: The physical properties listed above are presented as typical average values ns determined b accepted ASTM test methods and are subjcce to normal manufacturing vnrintion. by 3 . LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to thc Prepared Roof Tile Assembly for tiro rating, 3.2 3.3 Polypro® AI•[160 shall solely be used with flat, low, & high Minimum underlayments shall be in Compliance with the Roofing Application c Standard RAS I20. b pp rcation 3 . 4 Roof Tile manufactures acquiring acceptance for the use of Polypro® A1-I160 roof 3.5 file adhesive with their rile assemblies shall test in accordance with PA 101. Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AHI60 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. F' MS 4 . INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and thc corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A!•l 160 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® AH160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 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 Foanipro® 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 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4 .6 Polypro® AF! I60 shall be applied with toarnpro RTf 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® A14160 shall not be exposed permanently to sunk 3 • 1 ∎ / 4 • e• • _ , Y N V , IO{/I, • ••• , Prank Zuloaga, RRC Product Control examiner .1.11.•Y et • 6•• .1100.. .w • ■••• . w.. • .w . -w cnn rn Poi foam Products inc. ACCEPTANCE No.: 01- 0521.02 .4 -i Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4 .9 Polypro® AI.1160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tilt profile requires the specific placement noted herein. Ti1l:Pro G1c Flat, Low, Hi , h Profiles High Profile (2 Piece Barrel) Fiat, Low. Hi It Profiles Flat. Low, Hi th Profiles Two ruddy Weight per paddy Min. rams r 17 /side on cap and 34/. an 24 1: Adhesive Placement For Each Gcneric "file 1 Placement Single faddy Weight Detail Min. (grains) #1 #2 #3 ofile Table 5. LABELING All Polyproe AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation o1'this system. 4 ••1,11, • r ••, nI•n\• • •MV/. • 1,1n • Frank Zuloaga, RRC Product Control Examiner ann frT of iral Products (n _ ACCEPTANCE No.: 0 0421.02 ADl PLACEMENT DE ML I SINGLE PATTY kall troop Oink coma/ LintIalaymmu , t )P.• mno•dh nccal.•tooctk.•t91au •,. mm'i m Place Kula Nchal In coma mot pro pa ft OM rat aIIHdapi 61,7 tetoeap rlade rimed 21 Two es-mm apaldo down. Plato adhah.1R h it 1 tn. From oW,lo• odgo of cn.a, IM. Mtn bt1a Qo lc Rama W paten or um uN Coat CM. dto kb/ Imam corm of ON dta. PM•m Atm Md 11 PM aed ewe del ,R RIM las pa law. E,a do°ate (mans lha.a) 5 •„ , Frank Zuloaga,ii Product Control Examiner nn Pol room Products, Inc. ACCEPTANCE No. : 01-0521.02 ADHES1 VE PLACEMENT DETAIL 2 SINGLE PATTY 6 - 14 7 T'CT , %Anny, mvnsvftn. Erank Zulooso, RRC Product Control Examiner ...tn.. now +. anna P t Products_ Inc • ACCEPTANCE No. : 0I-0521.02 — ADHESIVE. PLACEMENT DETAIL 3 DOUBLE PATTY Paddy (between Met Paddy (under We) Ezra courts Nati through plasUe cement Sfngla paddy's on lop Odle Nail utteugh plastic cement Underlay/nen! Single paddy on top or tile Era Coins 7 • 'b.TT • C7'1nRIM/ VIM J7 Single paddy under Illo Snipe paddy between lite le. e T In. mediem alai paddy OM course Only Prank ZulOaga, RRC Product Control Examiner Fade Wtephale Eave elwun Drip edge • ** 8&39.W. 3JHd 11:1101.** 600 li Polyfoaiu Products, Inc. ACCEPTANCE No.: 01- 0521.02 I. Renewal of this Acceptance (approval) shall be considered oiler a rem wal application has been tiled - and the original submitted documents, including test-supporting dolt, engineering documents. are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not bc considered if: a. Then: 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 thc saint product (identical) as the one originally approved. e. If the Acceptance holder has not complied with all the rtquircnu 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 bc 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. Arty 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 endorsemettt of any product. for sales, advertising or any other purposes. 6. The Notice; of Acceptance number preceded by the wards Miatni -O ide County, Florida, and followed by thc expiration date may be displayed in advertising literature. it any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as %yell as approved drawings and other documents, elitcre it applies, shall bc provided to the user by die manufacturer or its distributors and shall be available for inspection at the job site at all tithe. The engineer need not reseal die copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists apses] through 8. END OF TIIiS ACCEPTANCE 8 4 1VT • C T.014ATJ NVAJT-TAJ Frank Zuloaia, P.RC Product Control Examiner 7wnt n... wn.. ..... ...,. .... w.