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353 NE 94 St (2)Date6 /'7'J Legal Description Historically Designated: Yes No k Owner/Lessee / Tenant Master Permit # 9 y g 3 L Owner's Address 35 4)g V 5 y 5 Phone ` 345 755 ' - C3 Contracting Co. 4 tin c 14 . er C L G r( S (� 1 1 Qualifier � e state # CC C 5 71 Municipal � 1al # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA WORK DESCRIPTION /`+- ,O /,4 <:.. � • ✓�. �,/ and/or Condo President OFFICIAL. N • Y GLADY J Signature of own 2 S /D No . as to i er My Commission Expires: FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address _ � 3 /U E Tax Folio (q NO. CC7IROC EXP. MAR.1,2Ofl2 —/4 t i f Address Phone 5 ` -4 1 - )0/ c' Competency # Ins. Co. 6 j 1 Address Address Address Square Ft. 3o 0 Estimated Cost (value) 02') • CO Signature oTCnttractor or ROOFIN RADON C.C.F. NOTARY BOND TOTAL DUE PAVING FENCE SIGN ocr WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOU:. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work i11 be done in compli . �� a , j all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work s Date ,- -- - -. 2- J r-)2 ( 2-4-44-/ -- - 7 Notary as to ContrabYor or Owner- Builder Date My Commission E?Tire : O RV PU OFFICIAL NOTARY MARGARITA MONTIEL 2 0 COMMISSION NUMBER Q CC797277 7 ". 4'.) MY OF EXPI OF Fl.O DEC. 17,2002 APPROVED: 40 4 Zoning Building ) Electrical Mechanical Plumbing Structural Engineer Contractor's Name: AN v ELL R Job Addreu: J 5 - 'v E 9q ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ROOF TYPE ❑ New Roof El Re- roofin g g P ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') 300 Sloped Roof Area (ft Total (ft Master Permit No. Exposure category (per ASCE 7-88): Building Classification category (per ASCE 7-88 table 1): Dec type: I1( (0 T 4 ROOF HEIGHT AND SYSTEM DETAILS (Draw details u needed) G5 F1 -LsIrc MoD,B ;1, pp it D f 1 �� SG1,(�NICh ctiT AILIMIALALAILA (( 17 1 1 i l APS �se ATTACHMENT Fastener Type: 7 61 . �n I6,4C SCr et (( r (/ �� Field: k a Perimeter: (O Corner: DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ,§PACING Page -1 ❑ (Mortar - Adhesive Set Tile) ❑ (Other) ROOF PLAN Acceptance No.: Expires: 06/19/00 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 Prodwcls Modified Biatmlen RoofSystenur Over Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials Construction, and completely described in the plans, specifications and calculations as submitted by: factory Mutual Research Corporation and Underivrlters Laboratories, Inc. has been 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 jobsitc 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 thmar.& faclygr. 97- 0520.01 Revises No. 9S-0502.04 THIS IS THE COVERHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONIZJTIONS BuILD)NC COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code ^•apartment and approved by the Building Code Committer to be used in Dadc County, Florida under • 'ts" forib above. &Usenet mall address: postmasIer ®buildlnpcodeonlina.com METROPOLITAN DADE COUNTY, FLORIC META • ADE FLAGLER BUILDIN BUILDING pODE CDMPLIANCE OFFIc 1 140 WES PtAGL EW S Tq ET. SUITE BUILDIN, 160 1.41A14 FLONDA 33130.156 (305) 375-290 FAX (303) 5-29o. PRODUCT CONTROL DIVISION (305) 37S -290: FAX 094).3P-6335 and Types of Raul Roth' Product Control Supervisor a rncr. P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homopage: A11p : / /www.bulldingcodoonline.aom Applicant: GS Roofing Products Company, Inc. (MB) 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Category: Membrane Roofing System Sub- Catecorv; Built -up Rooting L224: Modified Bitttmen Sub -Type: SBS/APP 7 Svs em Description 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 arca, call 1.800- 777 -2563. Contact: Pat Neuhaus Commercial Qistrict Manager 2900 Bird•St. Charleston Heights, SC 2940S (803) 744 -7451 ROOFING SYSTEM APPROVAL 2 ran ' uloaga -Plans Examin Product Control No.: 97 -0520.01 Product Control No.: 97- 0520,01 Approval Date: June 19. 1997 Expiration Date: June_ 1 8,.000 uct Control Div. In sulation Tvaes Material Design Pressure Wood 4 1.1 • ;f Fibrous glass Perlitc Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Maximum Fire Classification Materia( Classificatiog Wood Cl f14 . • Note: Fire classifications and maximum deign 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. 3 Fran Luloaga -Plans Exams Product Control No.: 97. 0520.01 ct Control Div. Product All Wcather /Empire Base Sheet Flex- I- GIas Base Sheet Flex- I- GIasT" FR Base Sheet Flintglas® Ply Sheet Type IV or VI Flintlastic STA Flintlastic GTA, GTA -FR 3 or Flintlastic Diamond GTA Flintlastic GTS 3 Flintlastic GMS /GMS Premium Flintlastic FR/FR -P Premium Flintlastic FR -PG TRADE NAMES of PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 36" x 72'; Roll weight: 8§ lbs, (2 squares) 36" x 108'; Roll weight: 90 Ibs, (3 squares) 39'/," x 50'; Roll weight: 90 lbs. (1.5 squares) 36" x 180'; Rol weight: 40/55 lb (5 squares) 39 ,/," x 33'; Roll weight: 90 Ibs. (I square) 9'/," x 33' 3 "; Ro weight: 105 lbs. (I square) 9 ,/," x 2 4'9 "; Rol w eight: 92 Ibs. ('A square) 39'/," x 34' 2 "; Roll weight: 100 /105 Ibs. (I square) 39'/," x 34' 2 "; Roll weight: 105 Ibs. (I square) 4 Product Control No.: 97 -0320.01 Test Product Saeciftcation Descrip ASTM D 2626 Asphalt coated, organic base sheet. UL Type 15 UL Type G2 Modified Bitumen, coated fiberglass base ASTM D 4601, sheet. type II UL Type G2 Modified Bitumen, coated fiberglass base ASTM D 4601, sheet. type 11 I ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. s. Type IV or VI UL Type G I ASTM D 5147 Smooth surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. 11 ASTM D 5147 Granule surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for loch application. I ASTM D 5147 Granule surfaced, SOS Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. ASTM D 5 147 Granule surfaced SBS Modified Bitumen membrane with non-woven polyester mat reinforcement for mop application. ASTM D 5147 Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. 39'/," x 34' 2 "; Roll ASTM D 5147 Fire resistant, granule surfaced SBS weight: 105 lbs. Modified Bitumen Membrane with a dual (I square) carrier reinforcement for mop application. Frank Zuloaga -Plans Examiner, Product Control Div. Flintlastic FR Cap 39 3 /, x 34 2"; Roll ASTM D 5147 Fire resistant, granule surfaced SBS weight: 90 lbs. Modified Bitumen membrane with (I square) fiberglass mat reinforcement for mop applications. GlasBaseTM Base Sheet Yosemite® Mineral Surfaced Cap Sheet Stormshicld Test r Product Dimensions Product Saecification Desc_ r_ iatio� 4 J 36" x 108'; Roll weight: 69 lbs. (3 squares) PoIySMS t3ase Sheet 39'/ x 64' 4 "; Roll ASTM D 5 147 Modified Bitumen, coated polyester base weight: 90 lbs. sheet. (2 squares) 36" x 36'; Roll weight: 90 lbs. (I square) 36" x 75'; Roll weight 75 lbs. (2.25 squares) 5 ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type G2 ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. PA 103 Slag surfaced SBS Modified Bitumen sheet ASTM D 1979 with fiberglass reinforcement for peel and stick application. Frank Zuloaga -Plans Examiner, r Product Control No.: 97- 0520.01 uct Control Div. Pr ood_ct ACFoam II E'NRG'Y -2 or PSI -25 ISORoc E'NRG'Y -2 Plus Multi -Max Hy -Therm AP • UltraGard Gold Pyrox ISO 95+ High Density Fiberboard High Density Wood Fiberboard Fiberglas Paroc Cap Board 'Perlite Insulation Dens Deck Dek fast Fasteners #I2or#I4 Dcktast Hex Plan Dcklast Lock Plan Olympic Fastener 112 or 114 Olympic Polypropylene various various various various various various various various various various various various 2 718" x 3 1/4" 3 "x31/4" various 3.25" round TRADE NAAIES OF PRODUCTS MANUFACTURED U1' OTHERS Dimensions various various various various J PA 110 PA 110 PA 110 PA 110 PA 110 PA 100 PA 110 PA 110 PA 110 PA 110 PA I I4(E) PA 117 PA 1 14(E) PA 117 PA 114(E) PA 1 1 7 PA I I4(E) PA 1 1 7 PA 114(E) PA 117 Test ecification PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam and rockwool composite insulation PA 110 Polyisocyanurate foam / wood fiberboard composite insulation Polyisocyanurate foam insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation Product Drscrintion Wood fiber insulation board Fiber glass root' insulation Rockwool insulation PA 110 Perlite insulation board 6 Gypsum core / fiberglass faced coverboard Insulation fastener for steel and concrete decks Galvalume hex stress plate. Polypropylene lucking plate. Insulation fastener • Polyp plastic p 4— Product Control No.: 974320.01 ( Johns ;Manville (with current PCA) Panek, Inc. (with current PCA) generic Georgia Pacific (with current PCA) Construction Fasteners (with current PCA) Construction Fasteners (with current PCA) Construction Fasteners (with current PCA) Olympic (with current PCA) (with cu anufacture M r Atlas Energy Products (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) RMA X (with current PCA) Celotex Corp. (with current PCA) Johns Manville (with current PCA) Apache (with current PCA) Firestone (with current PCA) Celotex Corp. with current PCA) generic lympic nt PCA) er, Product Control Div. Modified Cold Process Cement Modified Plastic Roof Cement Non Fibered Aluminum Coating Static Asphalt Fibcrcd Emulsion al MB aluminum roof coating Karnak 97, 97AF or 169 Progradc Fibered Aluminum Test Product Dimensions Specification Olympic Standard 3" round PA 1 14(E) PA 117 ESI Fastening various PA I I4(E) Systems PA 117 Insulfixx or HD Insulfixx Fasteners various Roofing Nails Minimum # 12 Tin Caps Min. 32 ga. x 1 , 4 " Red Rosin various Asphalt Emulsion Gardner Cold Process 1, 5, 55 gallons Roof Cement Asphalt Asphalt Printer Chopped fiberglass emulsion Fiberglas Flashing Cement PA 114(E) PA 117 PA 114 PA 121 ASTM D 3019 Type III ASTM D312 ASTM D 41 ASTM D 1227 PA 110 ASTM D 4586 or ASTM D 2822 ASTM D 3019 Type 111 ASTM D4586 Type I ASTM D 2824 7 Adhesive Flashing Cement Roof Coating Roof Coating aga- Product Description ASTM D 1227 PA 121 Aluminum roof coating PA 121 Roof coating Product Control No.: 97 - 0520.01 Manufacturer 3" round galvalume Olympic AZ55 steel plate (with current PCA) Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Rosin paper for barrier layer generic on wood decks Asphalt emulsion Gardner Fibered asphaltic general purpose lap and ply cement. Type 111 or IV hot asphalt bitumen adhesive Asphalt Primcr Roof Coating Fiber glass roof insulation A trowel - grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. PA 121 Fibrated aluminum roof coati SFS Stadler Inc. (with current PCA) SFS Stadler Inc. (with current PCA) (with current PCA) Gardner (with current PCA) generic generic gcner;c generic generic generic generic generic generic Grundy Industries (with current PCA) Karnak (with current PCA) Monsey Products Co. urrcnt PCA) Product Control Div. Product # 2100 - Modified All Weather Flashing Cement Aluma -Brice No. 120 APOC 212 Sunbright 400 MBA i Test Dim a 1„s Specification 1, 5, 55 ASTM D 3019 Rubberized all - weather gallons, or 10.5 (Type III) and D flashing cement, trowel grade, ounce tubes. 3409 modified adhesive. PA 121 PA 121 Aluminum roof coating. PA 121 Roofcoating ASTM 3019 Asphalt based cold applied Type III adhesive. 8 Product De ;c r _°lion Fibrated aluminum roof coating. uloaga - Plans xami Product Contrul No.: 97 -0520.01 tipafacturer Tropical Asphalt Products Corporation (with current PCA) Tropical Asphalt Products Corp. (with current PCA) APOC, Subsidiary of Gardner (with current PCA) A POC, Subsidiary of Gardner (with current PCA) APOC, Subsidiary of Gardner (with current PCA) uct Control Div. Test A ency /Identifier Name Applied Research Physical Properties Laboratories 9 Tyr REPORTS Report 28013 Factory Mutual Research Current Insulation FMRC 1994 Corporation Fastening Requirements Factory Mutual Research PA 114 J.I. #3Y8A I.AM Corporation (FMRC 4470) Underwriters Laboratories, Fire Classificatign R 1 1656 Inc. .. Compliance United States Testing ASTM D 5147 97437 -4 Company, Inc. United States Testing' ASTM D 5147 97- 457 -2R Company I Product Control No.: 97- 0520.01 Date 06/02/87 01/01/95 03/23/96 07/13/87 06/03/88 12/02/87 Frank Zuloaga -Plans Examiner, roduct Control Div. Membrane Type: Deck Type 1: Deck Description: System Type E: All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: -45 psf APP MODIFIED Wood, Non - insulated "in" or greater plywood or wood plank decks Base sheet mechanically fastened. One ply of GS Glas Base, GS Flex-1 Glas Base, Flex -I Glas FR Base or GS Poly SMS base mechanically attached as detailed below. 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. (Optional) One ply of GS Glas Base, GS Flex- I -Glas Base, Flex- l -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 of20 -40 IbsJsq.. Flintlastic STA, Flintlastic Diamond GTA, Flintlastic GTA or GTA -FR torch adhered to base or ply sheet. (Optional) install one of the following: 1. 400 lb./sq. gravel or 300 IbJsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 IbJsq.. 2. Karnak 97, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 1 'b gal./sq.. Class 'A'; see General Limitation #2. 1 :12; see General Limitation 03. STA 2 -3, GTA 2-3 26 Product Coi&trol No.: 97 0520.01 Frank Zuloaga -Plans Examiner, Product Control Div. Product Control No.: 97 - 0520.01 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 tlheet 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- 401bs. /sq prior to installation of membrane. 29 uloaga -Plans Exam, uct Control Div. GENERAL LIN11TATIONS 1 2 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 forleach 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 I1 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 7 Perimeter and corner areas shall comply with the elevated design pressures of these roof areas, as calcu4ated it) 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 111 and the wind Toad 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 asp;,,,it ct may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submined 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 Counry Protocol PA 105 or PA I0S(A). If F', as tested, is Tess 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 I05(A) test report, and the provisions set forth in Metro -Dade County Roofing Application Standard PA 117. I 1 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 cquiviscous temperature (EVT) methods of asphalt detennination. 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 t0DTln • • ' lion Standard PA 117. 30 oaga -Plans Product Control No.: 97- 0520.01 I uct Control Div. Product Control No.: 97- 0520.01 14 All standard insulation panels sizes are acceptable for mechanical anachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re -covery applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code 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. lB 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 uloaga -Plans xam uct Control Div. L SURFACE R MINER P or FR-PG uMEN DECKS TIC F p, M�DfFfEO OR U SE pVE S' SEE PA IG Ff� f' ( 'REMIS e T yP I V asPha P FL,NY TIOM NO. tide S t c ON CP NC P,LY OF F 9 g 9 ,Dove 3 in 1r F� L G l UP E 6' in INSU E Sf ' t o6 ' in 12' s ee Page T W ( , UP Io 6 ' in t2' (inclines r Ind SECTION 07;i 10 L 1 - GENERA. 1.01 DESCRIPTION A. Related work specified elsewhere. Accessories as required by project details. 1.02 PRODUCT HANDLING, STORAGE AND DEUVERY A. Products. Materials shall be GS brands delivered in original packages bearing manufacturer's labels. 8. Storage of Materials. Store all roofing materials, coatings and accessories off the ground completely protected against weather. 1.03 WARRANTY A. Roof Membrane Warranty. GS will issue the applicable Roof Membrane Warranty upon receipt of the war- only lee, when all published conditions are met. To be eligible requires installation by a GS Authorized Roofing Contractor or a member of the GS Golden Star Applicator Program. Prior to commencing work, the Roofing Contractor shall submit the necessary application form to GS for approval. Roofing Contractor shall notify GS three working days prior to commencing work to arrange for required inspections. P ARJ 2_ _PRQIQt1QTh 2.01 ROOFING SYSTEM A. Modified Bitumen Roof System on Nailable Decks. On areas indicated on drawings to receive modified bitumen, apply FRP -2 -3 Roof System, with the appropriate GS Approved Base Flashing and Metal Counterflashing or Wall Covering, as specified in the current GS Specification Manual. Roof shall be installed by a Roofing Contractor authorized by GS to install the specified Roof Membrane Warranty System. 8. lnaulatlon, (See 07240 or pages 23 - 24 of this catalog.) C. Summary of Materials per 100 Square Feet • GLASBASE Base Sheet (1 ply) 23 tb: Type III Asphalt Solid Mopping 25 Ib FLINTLASTIC FR -P (PREMIUM FR -P 3 105 lbs.; FR -PG = 100 lbs.) 105 Ib,. APPROXIMATE TOTAL WEIGHT 'Alternate approved GS Base Sheets include: Flex i - glas, Floxiglas FR, and All Weather /Empire Base Sheet. GS approved SBS cold process adhesives may be used in lieu of asphalt. Contact GS for details. 0. Asphalt. Apply asphalt at a temperature between 400 °F and 450 °F. E. Cants. In angles of roof deck and vertical surfaces, the Roofing Contractor shall furnish and install a solid wood, wood fiber or insulation type Cant Strip with a minimum 3' face. PARIS gxECU-Ito 3.01 INSPECTION OF SURFACES A. Roof Deck. Roof deck shall be smooth, dry, clean and securely nailed. Cover large cracks with metal. Properly grade surfaces to outlets Roof accessories shall be available before Roofing Contractor begins work. B. Outlets. Drainage outlets shall be installed below roof deck surface to permit free flow of water and to grevent water dams at rims 3.02 PREPARATION A. Sheet Metal Work. All metal fleshings shall be factory primed or lightly primed with asphalt primer and allowed to dry before rooting mate rials are applied. B. Cants. Nail cants on top and bottom 16` o.c. Cants shall fit flush at ends and to vertical surfaces. Where scuppers occur, apply cant 7 back from flange and bevel cant 8' from ends. 3.03 APPUCATION A. Outlets. Set base sheet at drains in flashing compound 9' wide around ring and flange. Follow with an approximate 40' x 40' collar of FLINTLASTIC FR -P applied in hot asphalt, extending into drain. GS recommends the use of a minimum 30' square, 4 Ib. lead or 16 oz. soh copper flashing set in flashing compound over the flashing collar and requires its use on all Roof Membrane Warranty Systems. Solid mop be ply, flashing collar and primed lead or copper flashing with asphalt, and while hot, embed FLINTLASTIC FR - membrane. Install clamp ring and tighten while membrane is hot. 8. Valleys. Apply one ply of FLINTLASTIC FR - P solid mopped to the base ply, centered in the valley, lapping 6' on ends. Field membrane courses shall overlap the valley sheet a minimum of 6'. Valleys shall have positive drainage. C. Pipe Flashing. Where projections extend through the roof surface, install a collar of FLINTLASTIC FR - over the base ply to extend a minimum of 4' beyond flanges. Install metal flashing with a minimum 4' wide continuous flange on top of the FLINTLASTIC FR - collar. (For nailabla surfaces, flange must be nailed 3' o.c. 3/4' from perimeter.) Field membrane shall be applied in hot asphalt over the FLINT - LASTIC FR - P collar and metal flange. After the membrane is applied, form a cant of /lashing compound around the base. (No! suitable for hot pipe projections.) O. Roofing Membrane. Apply one ply of GLASBASE Base Sheet lapping 2' on sides and 4' on ends. Attach base ply 9' o.c. at side Zaps anu 18* o.c. staggered in two rows 12' from each edge with Approved Fasteners. Install base ply to provide and maintain a 6' minimum offset between side and end laps of the base ply and FLINTLASTIC FR - P. Solid mop base ply with asphalt and embed one ply of FLINTLASTIC g . FR - lapping 4 - 1/4' on sides and 6' on ends. All end laps shall be diagonally staggered and not less than 3' apart. Roofing System shall be applied in a continuous application. A ►.wtvirtgo ^r c reme t# fha ,.,.r .,,,. r vetoer as r rces. « s6.11 a Flo..hir�p cansrsprl9 d one ply alFtINTIASTi eFd merntbfa a. Wbi4 nu Sh eCeiive oa,.w on p of ba f ee e x xttend ing f f m top of cant o l strip / top . edge of Base Flashing r p qr to Onto application of FL INTLASTIC FR -P /f' Nail top edge of Base Flashing 9' o o through tin - discs. Heger to General Requirements S for definitions. These shall be consider part of and used in conjunction with Roof System Specs. 153 lbs 19 GS 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. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acce Lance 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 oldie following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for tcmtination and removal of Acceptance. 9 This Acceptance contains pages I through 32. END OF THIS ACCE 32 Product Control No.: 97- 0520.01 t► oduct Control Div. ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Membrane: Flintlastic- FR /PG ", "Flintlastic FR -P" "Flintlastic Premium FR or "Flintlastic FR Cap ", hot mopped in place. 21. Deck C -15/32 Incline: 1/2 • Insulation: Glass fiber or perlite, min 1 in. thick, mechanically fastened or hot mopped. Base Sheet "Flex- I -Glas FR Base ", mechanically fastened or hot mopped. Membrane: "Flintlastic FR Cap ", adhered with hot roofing asphalt. 22. Dedc: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, perlite, any combination, any thickness, mechanically fastened (joints in insulation must be offset 6 in. from joints in deck). Base Sheet (Optional): "Poly SMS Base Sheet ", fully adhered with hot roofing asphalt. Base Sheet: "Flex- I -Glas FR Base ", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet (Optional): One or more plies of Type GI, G2, "Flex -I -Glas Base" or "Flintlastic FR Base ", fully adhered with hot roofin9 asphalt. Membrane: "Flintlastic FR Cap ", fully adhered with hot roofing asphalt. 23. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Glass fiber or perlite, hot mopped or mechanically fastened, any thickness. Base Sheet One or more layers of "Flex- I -Glas" or "Flex- I -Glas FR Base ", adhered with Henry Co. "No. 200" or Geo Industries "No. 902" at 1 -1/2 gal/sq • Ply Sheet Optional): One or more layers of GI, G2, "Flex- I- Glas ", "Flex- I -Glas FR Base" or "Poly SMS Base Sheet", mechanically attached or adhered with Henry Co. "No. 200" or Geo Industries "No. 902 ", at 1 -1/2 gal/sq or adhered with hot asphalt. Membrane: "Flintlastic FR Cap" or "Flintlastic FR /PG ", adhered with Henry Co. "No. 200" or Geo Industries "No. 902 ", at 1 -1/2 gal/sq or hot mopped. 24. Dade: NC incline: 1/2 Insulation (Optional): Polyisocyanurate, glass fiber or perlite, hot mopped or mechanically fastened, any thickness. Base Sheet One or more layers of "Flex- I -Glas" or "Poly SMS Base Sheet ", "Flex- I -Glas FR Base" or Type G2, mechanically fastened or adhered with Henry Co. "No. 200" or Geo Industries "No. 902 ", at 1 -1/2 gal/sq. Membrane: "Flintlastic FR Cap" or "Flintlastic FR /PG ", adhered with Henry Co. "No. 200" or Geo Industries "No. 902 ", at 1 -1/2 gal/sq. 25. Deck: NC Incline: 1/2 Insulation (Optional): Glass fiber, perlite or polyisocyanurate, hot moped or mechanically fastened, any thickness. Base Sheet One or more layers of "Flex- I -Glas" or Type G2, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of G1, G2, "flex- I- Glas ", "flex- I -Glas FR Base" or "Poly SMS Base Sheet ", mechanically attached or hot mopped. Membrane: "GTA Black Diamond ", "GTA White Diamond ", heat fused. Surfadng: Henry Co. "Henry 520 Aluminum ", at 1 -1/2 gal /sq. 26. Deck: NC Inctlne:1 Insulation (Optional): Any thickness, one or more layers UL Classified perlite, wood fiber, glass fiber, polyisocyanurate, polyisocyanurate / composite, EPS /wood fiber, EPS /perlite, EPS /composite or Partek Insulation Inc. "PAROC" roof insulation. Base Sheet One or more layers Type 61 or G2. Membrane: One or more layers "Flintlastic GTA" or " -STA" (modified bitumen), heat fused. Surfadng: Fields Corp. "F530 Heat Shield Aluminum Coating" or "F630 Heat Shield Fibered Aluminum Coating ", 1 -1/2 gat/sq. 27. Deleted 28. Deck C -15/32 Incline: 1/2 Insulation (Optional): Glass fiber or perlite, hot mopped or mechanically fastened, any thickness. Base Sheet One or more layers GS Roofing Products "Flex- i -glas" or "Flintlastic FR Base ", fully adhered or spot mopped with "MBA Gold Adhesive" at 1 -1/2 gat/sq or mechanically fastened. Pty Sheet (Optional): One or more layers Types 61, G2, GS Roofing Products "Flex- i- glas ", "Flintlastic FR Base" or "GS Polybase ", adhered with "MBA Gold Adhesive ". Membrane: GS Roofing Products "Flintlastic FR Cap ", adhered with "MBA Gold Adhesive" at 1 -1/2 gal/sq or hot mopped. 29. Deck: C -15/32 Incline: 1/2 Insulation Optional): Isocyanurate, 2 in. min, glass fiber 1 in. min. Base Sheet Two or more layers Type G2 "Glasbase ", first layer mechanically fastened. Membrane: One layer "GTA /FR ", torch applied. 30. Da C -15/32 incline: 1/2 insulation (Optional): Isocyanurate, 2 in. min, glass fiber 1 in. min. Joint Treatment: Two in, wide aluminum foil tape adhered to the plywood joints. Base Sheet: One or more layers Type G2 "Glasbase ", mechanically fastened. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TENT) 165 ROOFING SYSTEMS (TGFU)— Continurd Membrane: One layer "GTA /FR ", torch applied. 31. Decks NC Inctinea 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, wood fiber, perlite, mechanically fastened or hot mopped in place. Base Sheet One or more layers Type G2 base sheet, mechanically fastened or hot mopped in place. Ply Sheet (Optional): One or more layers Type G1, mechanically fastened or hot mopped in place. Membrane: One layer "GTA /FR ", torch applied. 32. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Glass fiber or perlite, hot mopped or mechanically fastened, any thickness. Base Sheet: One or more layers GS Roofing Products "Flex- i -glas" or "Flintlastic FR Base ", adhered with "MBA Gold Adhesive" at 1 -1/2 gal/sq. Ply Sheet (Optional): One or more layers Type 61, G2, GS Roofing Products "Flex- i- glas ", "Flintlastic FR Base" or "GS Polybase ", adhered with "MBA Gold Adhesive". Membrane: GS Roofing Products "Flintlastic FR Cap ", adhered with "MBA Gold Adhesive" at 1 -1/2 gal /sq or hot mopped. 33. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Glass fiber, perlite 3/4 in., thick min, mechanically fastened. Base Sheet: One or more plies Type G2, hot mopped or mechanically fastened. Ply Sheet (Optional: One or more plies Type 61, hot mopped. Membrane: "Modified Premium Cap Sheet", hot mopped. 34. Deck: NC Incline: 1/2 Insulation (Optional): Glass fiber, perlite, isocyanurate, mechanically fastened. Ply Sheet (Optional): One or more plies Type 61, hot mopped or mechanically fastened. Base Sheet: One or more plies Type G2, hot mopped or mechanically fastened. Membrane: "Modified Premium Cap Sheet", hot mopped. Class B - Fully Adhered 1. Deck: NC Incline: 1 Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: UttraGard Premier, polyisocyanurate, perlite, glass fiber or wood fiber insulation. Base Sheet: One layer Type G2 "Glasbase" base sheet. Membrane: One layer "Flintlastic STA" (modified bitumen), heat fused. Surfacing: Karnak No. 97 Fibrated Aluminum ", at 1 -1/2 gal/sq. 2. Deck: C - 15/32 Incline: 1/4 Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers UL Classified perlite or glass fiber. Base Sheet: One layer Type G2 "Glasbase" base sheet. Membrane: One layer "Flintlastic GTA, GTS" (modified bitumen), heat fused or "Flintlastic GMS ", hot mopped. Surfadng: APOC "No. 212 Fibrated Aluminum ", at 1 -1/2 gal /sq. 3. Deck: C -15/32 Incline: 1/4 Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination the following: Ultragard Premier, polyisocyanurate, perlite, glass fiber or wood fiber insulation. Base Sheet: Two layers Type G2 "Glasbase" base sheet. Membrane: One layer "Flintlastic STA" (modified bitumen), heat fused. Surfadng: Karnak Chemical "No. 97 Fibrated Aluminum ", at 1 -1/2 gal/sq. 4. Deck: NC Indine: 2 Insulation: Glass fiber, perlite, wood fiber, 2 -1/2 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "GMS ", "GMS Premium ", adhered with hot roofing asphalt. Surfadng: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Rocoating ", 2 -1/2 gat/sq. 5. Deck: C- 15/32' Incline: 1/2 'All joints blocked with 2x4's. Insulation: Glass fiber, perlite, 3/4 to 2 -1/2 in., joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. ease Sheet: Type 62, mechanically fastened or adhered with hot roofing asphalt. Membrane: "STA ", "GTA ", "GTA Black Diamond" or "GTA White Diamond ", heat fused. Surfadng: Karnak Chemical Corp., "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating ", 1 -1/2 gal/sq. 6. Deck: C- 15/32' incline: 1/4 'All joints blocked with 2x4's. Date ! Job Address 3S 3 /v/5 03 Tax Folio Legal Description j� / Lessee / Tenant , 1!�� //v �J s iia? 2 2 Master Permit # 36aai_____ Owner's Address 13.5 .3 i i ".1 5/. Phone Contracting • . ./cSsZ /c,., �b-- Address /W2 5 7 - V. /��K// 1 - 1 1; i ) lA Qualifie i G. 4i(Z6 G SS# // - 27Phone 4 5 '/5'� // /. State #40qq52,7 Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION '-- 7W/$ .fZirJ" 0 "3 �r�ls.0O X ' fd4 .4A.G:c 40 d?' Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. j "urthermore, I authorise the above -named contractor to do the work stated Owner- Builder re owner and /o ,am Sfgnat Date: a APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE esident (``���p� 94y •OFFIICI nn Notary-W ""''. , vN *6oremiisionfx¢kegdgpAresident My Con ml ? "# ExpgW #CC 327872 ** * * * * * * * * * FEES: PERMIT .1U'22 RADON C.C.F. /120 NOTARY Fire Zoning Buildin nature o Date: Notarya My Co �4lQF * * Estimated Cost(value) Other ssion Exp 1 ui lder Ssion #CC 327872 * Electrical PAVING FENCE SIGN * * TOTAL DUE 4:®D ** Mechanical Plumbing Engineering GAF Building Materials Corporation (MB) 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603. METRO -DADE FLAGLER BUILDING' 140 WEST FLAGLER STREET ••-• MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of GAF Ruberoid Roofing Systems under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by GAF Building Materials Corporation, Factory Mutual Research Corporation, Underwriters Laboratories, South Florida Test Sevice, and Construction Research Laboratories has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth in pages 2 et seq. and in the Standard Conditions detailed on page 3. The approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to require retesting of this system within the first two years of the approval should any amendments to the South Florida Building Code be enacted affecting th o .o ent o roof system. 9 ACCEPTANCE No: 93- 1130.04 EXPIRES: DEC 1 3 1996 APPROVED: .DEC 1 3 1993 * *PLEASE NOTE ** AND GENERAL CONDITIONS. 1 Diamond, P.E. roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger Building Code Compliance Department Metropolitan Dade County 0, 1 S�,S `r ; r Manufacturer: Contact: Trade Names of Products Manufactured by Applicant: Ruberoid® Torch Plus Ruberoid® Torch FR METRO -DADE BUILDING CODE COMPLIANCE PRODUCT APPROVAL SECTION GAF Building Materials Corporation (MB) 1361 Alps Road Wayne, NJ 07470 Product Control No.: 93- 1130.04 System: Membrane Roofing System Subsystem: BUR Type: Modified Bitumen Roofing System Type: APP, SBS ROOF SYSTEM APPROVAL William J. Woodring Director of Technical Services (201) 628 -3000 Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: DEC 13 1995 • Ruberoid® Torch Plus is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid Torch Plus is surfaced with granules and applied by torch. Roll weight: 93 lbs.; Roll Size: 75 ft. Dimensions: 39.4" x 22.8'. Ruberoid Torch FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid Torch FR is surfaced with mineral granules and applied by torch. Roll weight: 90 lbs.; Roll Size: 75 ft.2; r Trade' Names of Products Manufactured by Applicant: Ruberoid® Torch Smooth Ruberoid® Mop Plus Ruberoid® Mop FR Ruberoid® Mop Smooth Ruberoid® 20 (FR) Acceptance Number: 93- 1130.04 Approved: . 0EC 1 3 1993 Expires: LC 1 3 1996 Dimensions: 39.4" x 22.8'. Ruberoid® Torch Smooth is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Smooth is smooth surfaced and applied by torch. Roll weight: 87 lbs.; Roll size: 100 ft.'; Dimensions: 39.4" x 30.5'. Ruberoid® Mop Plus is a 'Heavy Duty' modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Plus is surfaced with granules and applied in hot asphalt. Roll weight: 98 lbs.; Roll Size: 75 ft. Dimensions: 39.4" x 22.8'. Ruberoid® Mop FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop FR is surfaced with mineral granules and applied in hot asphalt. Roll weight: 110 lbs.; Roll Size: 75 ft. Dimensions: 39.4" x 22.8'. Ruberoid® Mop Smooth is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Smooth is smooth surfaced and applied in hot asphalt. Roll weight: 88 lbs.; Roll size: 100 ft. Dimensions: 39.4" x 30.5'. Ruberoid® 20 (FR) is the bottom ply of a two ply system also consisting of Ruberoid® 30 (FR) as the top ply. Option #2: Acceptance Numbcr: 93- 1130.04 Approved: DEC 1 3 1993 Expires: DEC 1 3 1996 be tested for uplift resistance in compliance with ASTM E -907 to the calculated design velocity pressure of the roof deck. Existing roof surfaces and dissimilar materials must be fully primed with ASTM D primer and allowed to dry. If insulation board is bonded to the existing roof or to a base sheet no one dimension should be greater than 4 ft. If more than one insulation layer is applied, the top layer maybe mechanically attached or bonded in a full mopping of ASTM D -312, type III or type IV asphalt. Note: No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the loose gravel, priming of the surface with ASTM D-41 primer, and a flood coat of asphalt, prior to mopping of the insulation with bonding asphalt. Refer to GAF published application considerations for insulation application and to attachment requirements published in the current Factory Mutual Approval Guide. Basesheet Option #1: One ply of Gafglas #75, Gafglas Stratavent (non perforated), Gafgas Ply 4, Gafglas Ply 6, Ruberoid 20 or Ruberoid 20 FR mechanically attached to the wood deck with approved nails and tin caps 9" o.c. at the laps and 18" o.c. staggered in two rows in the field, or over an insulation substrate with insulation fastener and plate assemblies 18" o.c. at the laps and 36" o.c. staggered in two rows in the field. (See Comments and Limitations #6 and #7) One ply of Gafglas #75, Gafglas Ply 4, Gafglas Ply 6, Gafglas non - perforated Stratavent, Ruberoid 20 or Ruberoid 20 FR bonded to an insulated substrate attached with Factory Mutual approved fastening assemblies in compliance with FM class 1 -90 windstorm classification requirements, in a solid mopping or mopped in ribbons maintaining 50% adhesion, using type III or type IV hot asphalt at a rate of 25 lbs. per square ±20% or Gafglas perforated Stratavent applied dry to the insulated substrate and mopped over with a full mopping of type III or type IV asphalt over which an interply of Ply 4 or Ply 6 shall be applied. (See Comments and Limitations #8 and #9) (Optional) Mop one or two plys of Gafglas Ply 4, Gafglas Ply 6, Ruberoid 20 (FR), or Ruberoid Mop in ASTM D -312 type III or IV at a rate of 25 pounds per square ± 20 %. Mop one of the following membranes in a solid mopping of ASTM D -312, type III or IV asphalt at a rate of 25 pounds per square ± 20 %: Ruberoid Mop Ruberoid Mop Plus Ruberoid Mop FR Ruberoid 30 Ruberoid 30 FR Acceptance Number: 93 1130.04 Approved:. DEC 1 3 1993 Expires: DEC 1 3 1996 The base sheet and the cap sheet shall maintain a minimum stagger of 12 inches for all laps. (See GAF application instructions) Option #1: Apply not less than 400 pounds per square of ASTM D -1863 aggregate or 300 per square of slag in a pour coat of an ASTM D -312 type III or type IV asphalt. Comply with GAF slope requirements for slope and type of asphalt. Gravel surfacing shall be completed as soon as practical but the membrane shall not remain exposed for more than 30 days. Option #2: Apply one of the following roof coatings at the specified rate: roof coating rate GAF WEATHER COAT Emulsic n GAF Grundy Fibered Aluminum Coating Karnak No. 97 Gil Diamond, P. 3 gals. /sq. 11/2 gals. /sq. 11/2-3 gals. /sq. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date February 27, 19 80 Owner's Name and Address.- Paul C. Harrison Co. No353 Street N . E . 94th Street Registered Architect and /or Engineer Name and address of licensed contractor..M..- _,S_p_EL er..-RUQ.fing CL2.0._IIIC_a Location and legal description of lot to be built on: Lot Block Subdivision 9005 Biscayne Blvd. Street and Number where work is to be done State work to be done and purpose of building (by floors) RerQQfif$___eXisting___ -gravel roof & roof .--- naw_a dditian,--- apply --- 4--- ply ...built -- -up - -- gravel roof: On mansard apply ly -30f felt, ._- 1- 9.0 # __s.late., 2" gale eaves drip, lay 1 -2 Nutmeg Bro&lAd foNno o`E P rp New Building Remodeling..- Rero.o.f..__ Addition X Repairs No. of Stories 1 To be constructed of Kind of foundation Roof Covering Gravel & tile Estimated Total cost of improvements $.5. Amount of Permit $ Zone cubage required .Plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction m be sent to Al Springer Roofing Co.Inc. 890 S.W. 69th Avenue, Miami, Fla. 3 144 The undersigned applicant for this building permit does hereby certify that he understands and accepts his oblig of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled G -ral Laws of Florida, P tractors or sub -contra he si s, the w and has complied with the provisions thereof, and will require similar compliance from all in the work to be performed under this permit; and will post or cause to be posted for in or notices as are required by the Act. The undersigned rgges to employ only such sub permit, as are licensed by Miami Shores Village. S f 267-24-0401 C Remarks (Signed) STATE OF FLORIDA, 1 COUNTY OF DADE. J ss Before me e undersigned Athorit a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _L -�� 11._ - - -. /7,e/44 _6x Disapproved (Signed) to me 'v. saiown, and who, being by me first duly sworn, upon oath deposes and says that he is the. ecti /Ao6:71/..7 of the above described construction, that he has carefully read the foregoing applicat on, and that he did sign the same, and- that all facts therein by him stated are true. .y Permit No 1 /1 IAA/ Date / /V Read jtoand Sub bed be Building Inspector PLANNING BOARD A1' - pr'' (President) Notary Public, State of Florida NDIARY PUNIC SIAIL OF t1,ORIDA A 1 WU MV COMM+SSIONIXP1Rf3- -AP4:-$ 1982 BONDED THRU (IfNERAI INS i uNDfRWRI1E RS My Commission Expires 15,00 23 sq. DATE ions as an employer nanent Supplement, ors emplo •ed by him ork such Air notice perfor "' under this Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby upnde for the approval of the detailed stalcum•nt in ore plans and specifications herewith submitted for the build inc or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Honda. and all provisions of the Laws rs( the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iuilding Divisinn of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at budding during progress of the week. e al) 71a LA-610n Owner's Name and Address Registered Architect and /or Engineer . ..... r Obenou't ?Roo(. (o. 77 /tr. .�° Pl cuing "� f ....,,.. Name and address of licensed contractor Location and legal description of lot to be built on Lot Week Su lvl Street and Number where work is to be done 7einove c tied aecf.iort arur naz 277 /JO 76. 'e f State work 45 be thane an pturpose o buildi (b floors).. f� e .in, and crpTaZf - and gtaveL. New Building Remodeling To be constructed of Kind of foundation Estimated Total cost of improvements $ 2s 600.00 Zone cubage required Additlon R epairs X No. of Stories Roof Covering...... 1. ...:.... — Amount of Permit $ 20.00 Plan Cubage Distance .to next newest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to ... .. The un,lcrsigncd applicant for this building perinit does hereby certify that he underalands and accepts his obligations as an employer of l.rhur under the Honda Workmen's Compensation Act, being Section 3966, Compiled General Laws of Florida, Permanent Supplement, and h.0 complied %snit the provisions thereof, and will require similar compliance from all contractors or sub - contractors empluyed by him in the work to be performed under this permit; and will post or cause to be posted for l� ction on the site of the woe uch pul►lir notice or notices as arc required by the Act. The undersigned agrees to employ only s ntrectors, as work to ormed under this permit. as am licensed by Miami Shores Village. Remarks r STATE OF FLORIDA, COUNTY OF DADE. ' Before me, the undersigned authority, a notary public, duly authorised to administer oaths and take acknowledgments, personally ap- peared tt and who, being by me first duly sworn, upon oath deposes and says that he is the . of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. _ Date _._ 7 7 . Y Read, Sworn to and Subscribed before me. Date Permit Permit No.._.. Disapproved (Signed) Building Inspector Cirainnan Member Ntcmber Council Approved Date NOTE. A charge of $1.00 will be made for the I'L,n 11u.rd. A rani iir,Uurt fee of 51.00 will be charged materials gnu /or workmanship. Date...... No. ... 3537 -- ; -- 7177:7A 1-- eet. �f . My Commission Expires. Notary Public. State of Florida and for no ether purpose. to me well known, PLANNING BOARD DATE Member Member Member _ Disapproved Dale 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 Owner's Name and Address Disapproved f d Date, (Signed) Building Infector Chairman Member Member ..._ . MIAMI SHORES VILLAGE APPLICATION FOR r- I.IILDING PERMIT Don Ali BUILDING INSPECTION DEPARTMENT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must he kept at building during progress of the work. Date 19 No. 353 N.E•Street 9 St. Registered Architect and /or Engineer Name and address of licensed contractor.__Brady__.Ro.ofi.gg & Sheet Metal - 2955 N. W. 73rd Street Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done.__. 3.5.3.__ N.__E..___94th St.. State work to be done and purpose of building (by floors ) ____Reroofing__ &_Roof._.Repairs and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 5-ply builtup & gratel Estimated Total cost of improvements $ 425.00 Amount of Permit $ 5 •00 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each .floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup) .ment, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employe 1 y him in the work to be performed under this permit; and will post or cause to be posted for inspection on the, site of the work such hul notice or notices as are required by the Act. The undersigned agrees to employ only such sjbcontr o 0 ork to be perforys d : der this permit, as are licensed by Miami Shores Village. Remarks (Signe STATE OF FLORIDA, COUNTY OF DADE. j Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take ,. cknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction. that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. z., Permit No Date ) ' t Read, Sworn to and Subscribed before me. Notary Public, State of Florida PLANNING BOARD DATE My Commission Expires Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $$1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect andior Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lott' 11 /" ow /" Block MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Street and Number where work is to be done State work to be done and purpose of building (by floors). state exterior colors (submit samples) and for no other purpose. New Building Remodeling Addition Repairs No. f Stories , To be constructed of Kind of foundation Roof Covering 41__ A.. . G C.) w` Estimated Total cost of improvements $ 1 Amount of Permit 8 Zone cubage required Distance to net nearest 13uildirg Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act. being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees r. mploy only .uch subcontractors, on w, to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. } ss. Before me. the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. and who, being by me first duly sworn. upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. ��;; / 7 Permit No. 3 /'� / D Date / 12 Read, Sworn to and Subscribed before me. Disapproved Date Notary Public. State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved late Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and'or workmanship. Subdivision 3 Date / "•' v No. h •Stt 4 '1 3 f7 Plan Cubage 19 ? SkAA NI > /l Pe / 5 // o Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address_ 1 l _D-? �` J � t� 1 FYl mg' Registered Architect and /or Engineer Name and address of licensed contractor a_ � i • - a - L .5 / ,V . L'J . 7 0l T S' � Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 3 3 if State work to be done andAurpose of building uilding (by floors) A) — )1C ° f / \ 5 , Kra. e (Signed) APPLICATION FOR BUILDING PERMIT Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date__ 7 ! S 1' , 19 No / ?d kif.Street 9 I-' - , New Building Remodeling Addition ' Repairs No. of Storie / To be constricted of Kind of foundation Roof Covering 771 /e Estimated Total cost of improvements $ Amount of Permit $ 1 o D Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne‘by each floor t I to mit_all l glans ^ ^a ° ^;f; =said ' 'rrg. All notices with eferpnce to the building and its construction may be sent to t __ 1_' 'L._ b ..• L. -- c , i _ i! The undersigned applicant f th bu permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement , and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. / �) �l� 0-9� (1 I Remarks (Signed) _ � � � t 1i.q " �� �� - � I� l�,i(r.!a �.C�t; ; and for no other purpose. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to adminter oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is se of the above described constriction, that he has carefully read the foregoing aplication, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date___ 1 ° � Rear Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida N Commission Expires PLANNING BOARD DATE Chairman ynber Member Amber Member :ember Council Approved Date )isapproved Date NOTE: A charge of $1.00 will be made for making corrections changes to this °application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- insction is made necessary by improper notice for inspection or faulty materials and /or workmanship. Type Insp'n Permit No. Name Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Reque Date (O -‘ Time hm-efr( ;;1003- t7S- Qr`G ,4amt iYe same 3,5' 7$9.0/9/ For Inspector: 6-9 -93 Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection RequeSt Date Type Insp'n 14-290/ Permit No. S 7 D-003- • Name r-ci4 oui,r • Address . c 4'6 9V3y Company eamlaae t Phone # 35 25V-0/i/ ;-• Time For Inspector: 6-9-03 Name & Date • Approved Correction Re-Insp'n Fee 1 4! =4-.! ;I Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -675 Printed: 4/28/2003 Applicant: JOHN & CHRISTINE Owner: MERCHANT JOB ADDRESS: 353 NE 94 Contractor KAWALEK PAUL Local Phone: 786- 277 -9540 Parcel # 1132060136110 Fees: Description Amount FEE2003 -2490 Builders Bond $300.00 FEE2003 -2491 Notary Fee $5.00 FEE2003 -2492 Building Fee $292.50 FEE2003 -2494 CCF $8.40 FEE2003 -2495 Inpector State Educational Fund $19.50 Total Fees: $625.40 Total Fees: $625.40 Total Receipts: $0.00 Signed: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself „Eny agent, servants or employes. Signed: (INSPECTOR) Building Permit MERCHANT JOHN & CHRISTINE ST Contractor's Address: 485 N. E. 90 Page 1 of 2 Legal Description: MIAMI SHORES SEC'1 AMD PB 10 -70 LOT 12 & W2OFT OF LOT 13 BLK 45 LOT SIZE (Contractor or Builder) BY: -o n 1 Permit Status: Approved Permit Expiration: 10/25/2003 Construction Value: $14,000.00 Work: TEAR OFF EXISITNG FLAT ROOFS REPLACE W A NEW MONIER COLORTHRU ROLL TILE AND BUILT UP SYSTEM PAUL R. KAWALEK ROOFING & PAINTING 485 N.E. 92ND STREET PH. 305- 754 -0191 MIAMI SHORES, FL 33138.2566 Pay to the order of ` I v\11 J\ore4 o BankofAmeri ACH FVr003100277 - Perm ■-/- For 2 J 5 NE 71111-1-. 1 :06 3 100 2771: 0036606019 &lt,ll 3256 Signed: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. (INSPECTOR) Date 6 3 - 27/631 F1. 810 4 go O 3256 0.116 bacix. (Contractor or Builder) BY: State # 1-1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 9 zi 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 - 795 -2204 • Fax: 305- 756 -8972 ob Address 3cS 41 Tax Folio Legal Description Historically Designated: Yes No .K) Owner /Lessee /Tenet t . ?h j)/12, Owner's Address 358 /06 9 sT. Contracting Co. ek `V eg f Qualifier 1 & R, I }<c �' < IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 550.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING ' MECHANICAL (ROOFING WORK DESCRIPTION: I �-U O �)S j n 3 4 1 ) 164 (OO I s r-ep I&ce t1/4411 c h 1ti NM.od� i e r colic c a I or -}-hro kgh4 r� )14 - 1 I e & v� � but; I4-up ry Syg�en�► Square Ft. ;9 Estimated Cost (value) 1 ) i' o O WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify th aJthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons[ . 'on d zoni . 'u r �/ rmore, I authorize the above named contractor to do the work stated. gi �/i It- 03 Signature o owne and/or Condo Preside t Date No "T as to . caner and/o Condo President My Commis r o e A ngela M Becker 1 � ' Q My Commission D0150046 0, Expires November 15, 2006 FEES: PERMIT s'722"2 \ RADON APPROVED: *_ P ' D'� Zoning Building ZZ Date C.C.F Master Permit # ,61°- Q 3 7 J Phone 3 l ) g - t � � � ' � � 3 05 Address li&Sd1'E g 04A 5 � r SS# / Phone Municipal # Competency # 6 136. 9943 ins. Co. LeA.d e0' Signature o ary as to ntractor . Owner :ui per My Commission Expires 6JcLuitli ��.. tractor or Owner i ti- r n , Date 2) NOTARY 5 . 0 0 BOND SD° TOTAL DUE Electrical Mechanical Plumbing Structural Engineer sr •0, t Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Master Permit No. Zre041i c Contractor's Name , r!X # W S5 6±1 Job Address Section A (General Information) ROOF CATEGORY g Low Sloe ❑ Mechanically Fastened Tile P y Mortar ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles /Shakes Shingles ARE TURRE ❑ Prescriptive BUR -RAS 150 GAS VENT STA YES ❑ NO L9" ,� f ROOF TYPE TYPE- NATURAL ❑ LPGX ❑ El New Roof L14 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ADO 3000 set 00 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Design System: Deck: 1,, Type: •\/ Q v d- Gauge/Thickness: Slope: ni• veloci Hurri " coition 2002 cane Zone Uniform Permit A. •lication Form. sur From the Specific NOA 5 Anchor /Base Sheet & No. of Ply(s): Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Mater Base Sheet(s) & No. of Pty(s) Base Sheet Fastener /Bonding Material: Ply heet Faste /Bonding Material: I Acta, e i i at t° Bonding Material: o • ed R oof S : { `, stem Fastener Spacing for Anchor /Base Sheet Attachment Field:gzoc @ Lap, # Rows e @ oc Perimeter: - oc @ Lap, #Rows © 6- ac Corner: ___V oc Number of Fasteners Per Insulation Board Field �r Perimeter Corner Illustrate Components p °vents No;ad and Details oodblockin pplicable: W W g Gutter, Edge Termination, Aping, Flashing, Continuous Cleat, Strip, Base Flashin Cant g Counter- Flashing, Cog Etc. Indte: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material., Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. tkir\ertit- \ a3)cJvdIp ,�,Ih � q 115+r-1 p Pn fr ‘-2 iy b erg —jc b 6e 4e 10 V-- Parapet Height Roof System Manufacturer: MO VN er Notice of Acceptance Number: o/ ( 5 1 o5 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 411 v P2: 100t6 P3: 100 ► b Maximum Design Pressure 0/ I (From the NOA Specific System): t5 ( r Method of tile attachment: i i y Fc' a r∎ 64 k e � l Ve Roof Slope: 3 : 12 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: Ridge Ventilation? Mean Roof Height: � r v--501 ype Underlayment: nsulation: Fire Barner: 1 tt: Ni/A astener Type & Spacing: dhesive Type: ype Cap Sheet: \V L4HP.1 ."t Is ,-AV oof Covering: Type & S Edge: ecIO s later tAu111ec ize Drip ) 1 "I /e ' X� c .)exV 1.40 M Required Moment Resistance* Mean Root Height - Roof Slope I 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 - 37.3 5:12 28.4 30.1 31.6 32.8 84.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Where to Obtain Information - Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. Rc f( Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M h If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. (P1 (P2 (P 1 14 I i • nt Bas d Mg: Mg: ) - Mg: ■ s Per RAS 127" r-� NOA 11% 1 NOA M NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mr *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : z l: z w: = ) - W z cos 9: = F (P = : zl• = z w:_ ) -W z cos 9: = F (P xl: = z w:= ) -W: z cos 9: = F NOA F' NOA F' NOA F' 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 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. CIA 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). Cl \ A 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. (INA4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. M 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature CAD OCI'AI[-*temp LOCALS-1%1 Is:1.4x Date Z_' / 03 1 Contractor's Sign Ce 8U . 0 . YG CO PROOGC C O N TROL D NOTICE OF ACCEPTANCE Monier Litetile, LLC 135 NW 20 Street Boca Raton, FL 33431 METR I } 140 Wtasr FLACLE $ fl MIAMI - PLOltlp. (305) 37S-2901 , FAX U Scor,:: This NOA is being issued under the applicable rules and regulations governing the use of construction raa tenal The documentation submitted has been reviewed by Miami - Dade County Product Control Division and a d by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and oth areas where allowed by the Authority Having Jurisdiction (AHJ), y This NOA shall not be valid after the expiration date stated below. Thc Miami -Dade County Product Centro Divisi'm (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Coun l have this product or material tested for quality assurance u o h') material ails t the tight to o thc ac. :cpted manner, the manufacturer will incur the expense of such testing n and A may immediately nedi i el � in rcvok::, modify, or suspend thc use of such product or material within their jurisdiction. BORA reiervcs the right to revlke this acceptance, if it is determined by Miami -Dade County Product Control Division tt+a: thi.7 product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with thc El:gh Velocity Elurricaut: Zone of the Florida Building Codc. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, : ;tatc and follo •ving statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RE: EWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TEP.MINATION of this NOA will occur after the expiration date or if there has been a revision cr in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement t far. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failare to comply with any section of this NOA shall bc cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by thc words Miami -Dade County, Florida, and followed by the expiration date may he displayed in advertising literature. if any portion of the NOA is displayed. then it shall be d.,ne in its entir:ty. INSPECTION: A copy of this entire NOA shall bc provided to the user by the manufacturer cr its d stributors and ;hall be available for inspection at the job site at the request of the Building Official. Thi:. NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 0 !- 1205.05 Expiration Date 12/16/07 Approval Date 01/02/03 Pare 1 of 7 Su b- Category : M:itcrial: 2. PRODUCT DESCRIPTION Ma nufactu red by Applicant M micr Lifetile LLC Vila & Roll M Lifeitilc LLC Capri Tile Ti im Pieces 2 1 SUBMITTED EVIDENCE: Test Atencv F cdland Technologies F cdland Technologies cdland Technologies - :•hc Center for Applied I.ngincering, Inc. - Ile Center for Applied l :n : i 'ng, Inc. Dimensions 1= 161/2" w= 13" %:" thick L 17" W= 12 3 /i" %" thick I = varies w = varies varying thickness Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix II PO402 94-0608 94 -084 PA 112 PA 112 PA 112 11. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Ti c, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Cod doss not exceed the design pressure values obtained by calculations in compliance with RAS 127 usi:tg the values listed in section 4 herein. The attachment calculations shall be done as a moment based systcm. Test Specifications Product Description Low profile, interlocking. high pre: ;sure extruded concrete roof tile equipped wi .h one nail holc and double roll ribs. For direr t deck or battened nail -on, mortar or adhesive ;et applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with or.e nail holc and double roll ribs. For dire .t deck or battened nail -on, mortar or adhcsivc set applications. Accessory tam, concrete roof pieces fcr use at hips, rakes, ndgcs and valley tctmin: ticns Manufactured for cach tile profile. Test Name/Report D2 :e Static Uplift Testing Lee. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Ike. .991 PA 108 (Nail -On) Withdrawal Resistance Testing of Sept. 1993 scrcw vs. smooth shank nails Static Uplift Testing March 1994 PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Sct) NOA No.: 02 1205 -Bs Expiration Date: 12114*7 Approval Date: /1102/113 Pa;eZ I;d Reiland Techno Rc' Iland Technologies Prc.fcssional Service Inc ustrics, Inc. Th.: Center for Applied Enc,inccring, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 11 c Center for Applied Et gincering, Inc. T1lc Center for Applied Ei,gineering, Inc. Tile Ccntcr for Applied Eigineering, Inc. Tic Ccntcr for Applied E iginccring, Inc. C elotcx Corporation 1 tsting Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering. Inc. Walker Engineering, Inc '. Valkcr Enginc_ring, Inc. vValkcr Engineering, Inc. lldeatifiier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2- 1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations tui 10 Testing «ti - Set)` j Turuicl Testing A `108 (Nai7-0n) Physical Propctties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction)[] Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, N2its, Direct Deck, Recover/Rcroo f) Wind Driven Rain PA 100 Static Uplif: Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik - Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Scrcw, Direct Deck) (1 Quik-Drivc Scrcw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25-7183 25 -7094 25 -7496 25 -7534 25- 7804b -8 25- 7804-4 & 5 25- 7848 -6 Aerodynamic Multipliers Evaluation Calculations Two Patty Adhesive Set System cpt. _ Oct. 1S94 Oct. 1!94 0%1. 1'194 Oct. 1 )94 F :5. 1)95 199S March, 1995 Sep. 998 I)cc. t998 March. 1999 Marcl :995 Fe1)ruai y 1996 April 1996 :)ecc mber ::96 . \pri 1999 Apsi 1999 NOA No. 01- 1205.05 Expiration Date: I2/16/0 Approval Date 01/62/03 Page3of7 ■ 3. LIMi1' ,••f of this acc, o 3.1 Fire e assi tance: � is riot put eP 3.2 For inortar,gr cslvc sct tile applications. a static cld Uplift %hall be �lioin ac cord 1ii )11;A.S 106. F . W Y KTr 3.3 Applicant shall retain the services of a Miami -Dade County �' .laboratory to Perri g _. quarterly test in accordance with TAS 112, appendix 'A'. Such ng'shall be subrni't d so , the Building Code Compliance Office for review. 3.4 Minimum undeclayrnent shall bc in compliance with thc applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped undcrlaymcnt applications may bc installed perpendicular to the root slope unless stated otherwise by thc undcrlaymcnt material manufacturers published literates 3.6 This acceptance is for wood deck applications_ Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components stall be installed in strict compliance with Roofing Application Standard RAS 118, RAS H9, and RAS 120. 41 Data For Attachment Calculations Tile Profile " rAonier Lifetile' /if8 and Roll Tile Monier Lifetile Capri Tile Table 2: Aerod Tile P r3file Monier Lifetile Villa. Roll and Ca ri Tile Tile Profile Monier Lifetile fella, Roll, and ',g ri Tile Table 3: Restorin • Moments due o Grave 3 ":12" 4 " :12" Battens 557 Table 1: Average Weight (W) and Dimensions (I x w ) Direct Deck 6.30 Weight -W (lbf) 9.1 9.51 Battens Direct Battens Deck 5.48 6.18 5.37 Length -I (ft) 1.33 1 42 namic Multi Iiers - X (N') X(ft) ft) I3att A 1ICatIO • Direct Deck p eplir: 3tiwn 0.267 0.28' ft Direct Battens I Direct Deck I, Deck 6 05 5.24 5.90 Width-ix +ft) 1 08 1 C3 7 ":12'o• 9reafer Bartels I Direct beck 5.0,) 1 573 NOA V•>: g; - 1216 - 0 5 Espirntlon Date: 124 7 Approval Date 01102/03 Fge4ef 7 Monier Life Villa, Roll. and Capri Tile 675 501 Installation with a 4" tile and fastemers are located a min of 216" from head of tile ent Resistance Expressed as a Moment M (ft-lbf) Table 5: Attachm for Two Pa Adhesive SetT__ns Tile Application Tile Profile , Monier bletile Villa, Roll, 3nd C • Tie 4 La acement i0 Po 5 Matiludd °Gernert 0______LINI.-aL— off_derd — —_ Adhesive Minimum Attach nent Resistance 26.1 Tile Profile Monier Lifer Villa, Roll, and L .' See manufacturel for installationsn ( apri Tile r i - : , rielre Products Company TieBond A-----yerage weight per patty 11.4 grantS. L ____T9___±._3roduct. Inc. A :. w e' nt e r a 8 • s. Table SA: Attachment Resistance Expressed as a Monnent - M (ft-lbf) for Sin • le P Adhesive Set ems , Tile Application . Minimum Attad Merit ____I_ esis l anos! =------1 -Z-5-T--- 86.6 I. IIIMIrct 7 i . ' .. ;'. - ' • V 0 NOA N o_: al-17 Expiration Date: 12/1107 Approvai ovum; ate sic - i; to le $B Attachment vw- . }: for Mortar : t �l A Mortar Set 5. LABELING All tiles shall bear the imprint or identifiable marking of thc manufacturer's name- ar lloo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by topics of thc 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. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No.: 32 -1: O5.O5 £rplradoa Dam 1216//07 Approval Doc 01.02;3 Poet 6 of 7 END OF THIS ACCEPTANCE MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE NOA No -: 02 205_85 Expiration Date: 12/16/01 Approval Date: 01/112/113 Pat e7of7 • •1 MM1AM ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being The documentation Review Committee Jurisdiction (AHJ). MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 - 2908 issued under the applicable rules and regulations governing the use of construction materials . submitted has been reviewed by the BCCO and accepted by the Building Code and Product to be used in Miami Dade County and other areas where allowed by the Authority Having 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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatel■ revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: ,"Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 33. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 1 of 33 j 1'i , . Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure — 45 psj, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure — 45 psj, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure — 52.5 psj, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or 1114 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psi; See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psi; See General Limitation #7) GAFGLAS 1175 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) 1112 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psj, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS 1180, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 27 of 33 Surfacing: Membraae: Maximum Design Pressure: See Fastening above One or more plies bf RUBEROID,MOP Smooth, Ruberoii Mop 170 Ruber+oid® Mop Granule, Ruberoide Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoidm 30 FR or Ruberoid® Mop FR or RUBEROID UltraClad ' SBS in add in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 ibssq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladm SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal.sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbJsq. and 300 lbisq. respectively in a flood coat of approved asphalt at 60 IbJsq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 galJsq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. NOA No: 02-0408,10 Expiration Date: 11/06103 Approval Date: W23/02 Page 2S of 33 • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply T '' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A." Dens Deck or %, Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this referred within this NOA, General Limitation #9 will not be applicable.) station is specifically e 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones i.e. perimeters, (When this limitation is specifically referred within this NOA, c General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 33 of 33 • • J• • ROOF ENO MATERIALS. Roofing Systems (TGFU)- Continued Surfadng Gravel, 4001bs /sq, loose laid or applied in a Bond coat of hot roofing asphalt. 2. Deck: NC Base Sheet ( Optional.) One or Incline: 1/2 Membrane. more layers Type GI, G2 or C3. Membrane: : On Plus" layers "Rind Torch" (smooth or granule or " Ruberoid Mo PI " (g rule " Ruberoid Mop„ (smooth or granule) P us" (grananule). Coating Karnak No. 97, 1-1/2 - 3 gal /sq. 3. Deck: NC Insulation (Optional): Incline. 1/4 fiber, any thickness. One or more layers perlite, wood fibe; &ass Base Sheet (Optional): One or more layers Type Cl, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). 4. De at ngS Karnak No. 97, 1 -1/2 - 3 gal /sq. Incline: 1/2 Insulation: One or more la ens thane, penile /isocyanurate composite, pee6 r te, glass fiber, composi te, pre- nolic, 1-1/2 in. min thickness (offset from plywood perlite/urethane composite, phe Base Sheet One or more layers of Type P G2 or G3. yw� joints 6 in.). Ply Sheet (Optional): One or more layers of Type GI. Membrane: One or more layers of " Ruberoid Torch" (smooth granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (sm000 or granule) or "Ruberoid Mop Plus" (granule). P th or Surfacing Karnak No. 97, 1 -1/2 - 3 gal /sq. • In 5. Deck: NC Base Sheet (Optional): On or more layers of Type Membrane: One or more layers of " Ruberoid d rc , " or o granule), " Ruberoid Torch Plus Torch" (smooth or Surfacing (Optional): Karnak "No. gronul7). Grundy Ind. "20 F Emulsion" at 3 gal /sq or 169" at 1 -3 gal /sq or 6. Deck: C -15/32 Insulation: pie or more layers Incline: 1/2 nu r urethane, Y perlite, glass fiber, 3/4 in. min, isocya- periite/isocyanurate composite, perlite /urethane com- posite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): On or more layers of Type One or more layers of "RuberoidpTorcch" or (smoo (smooth "Ruberoid Torch Plus" (granule), "Ruberoid Mo ch or granule) or " Ruberoid Mop Plus" (granule). p„ (smooth or Surfacing: Gravel. 7. Deck: C -15/32 , Insulation Incline: 1 /2 (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, urethane composite, perlite/isocyanurate composite, perlite/ Bas et Sheet Two or m� layers of •anurate composite, phenolic. Ply Sheet (Optional): One or more layers G2 or G3. of Type Gl. Membrane: One or more layers of " granule), "Ruberoid Torch Plus" Ruberoid "Ruber Torso" (smooth or granule) or "Ruberoid Mop Plus (granule). anal " Ruberoid Mop" (smooch or Surfacing: P (granule). 8. Deck: NC Kamak No. 97, 1-1/2 - 3 gal /sq or gravel. I Insulation: One or more layers Incline. 1/2 rate, urethane, Y perlite, glass fiber, 3/4 in. min, isocya- p enolic, - 1 /2t��cnanurate composite, perlite /urethane com- posite, h Base Sheet (Optional): One o r more layers of Type One or more layers of "RuberoidPTorch" (smooth granule), " Ruberoid Torch Plus" (granule), "Rudd M �„ (smooth or or granule) or " Ruberoid Mop Plus" (granule). Surfacing "AL MB Al Deck C -15/32 urnirium Roof Coating" at 1 -2 gal /sq. Insulation (Optional): Incline: 1/2 OP One or more layers perlite, V iso rom� perlite/iso � urethane, cyanurate composite, �te . phenolic, 1-1/2 in. min. Base Sheet hot One or more layers of Type G2 "GAFGLAS /75 Base Sheer, P Shopped or mechanically fastened in place. One or more layers of Type GI "GAFGLAS ply 4`, hot mopped in pce. Base " Ruberoid Mop FR" (granule) 10. or ( a l Fibered Aluminum Coating at 1 -1/2 gal /sq Deck C -15/32 gal/sq. Incline. 1/2 2002 ROORNO MATERIALS AND SYSTEMS DIRECTORY WON NOEL ROOF COVERING MATERIALS Roofing Systems Insulation ( Optional): One or MOM ������ . mm, is°cyanura�' urethane, perlite/ rye" P dar fain 3/ urethane p�� phenolic, 1-1/2 M. min. ate composite. , hot m One or more layers of Type G2 .. GAFGLAS PI Skipp'e'd mechanically fastened in pla Sheet Y eet more la or "GAFGLAS Ply 6" hot mopped Y� pl cee. Membrane: GI "GAFGLAS b e: ' Ruberoid r 70 (g Ply 4 ", c Surfacing (Optional): CAF Fibered Aluminum num 1 or GAF Weather Coat Em u/sq, Coating at 1-1/2 11. Deck C -15/32 ulsion at 3 gal/ 8� /s Insulation: I�anurrate, 2 in. Inorne 1/ perms or ,. PP mm., wood f offse f6 in. any thickness, or mechanically fastened glass _ Base Sheet: in Pte• Joints One or more.layers of Type G2 "CAFGLAS VS hot mopped or mechanically fastened in place. Ply Sheet (Optional): On or more layers of T GI Base Sheet' or "Ply 6" hot mopped in place. GAFGLAS Ply 4' Membrane: " Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /s4 12. Deck: C - 15/32 Incline. 1/2 Insulation (Optional): I nns hot mo p� or yanurate, perlite or glass fiber, any thi Base Sheet mechanically fastened in place. Joints offset 6 in. One or more layers of Tvpe C2 "GAFG Sheer, hot mopped or mechanically fastened in LAS Base Ply Sheet One or more layers of T place. hot mopped in place. Type Gl "GAFGLAS Ply 4" or "Ply 6 ", Membrane: " Ruberoid Torch 170FR" graule Surfacing (Optional): GAF Fibered Aluminum) Coating at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Insulation (Optional): Iso anurate, wood fiber board, perlite, glass Incline: 1/2 fiber, any thickness„ hot mopped or mechanicallstene in c . place. ts o ffset 6 in. Base Sheet One or more lavers of Tvpe G2 "GAFGLAS #75 Ba fi hot mopped in place. Ply Sheet (Optional): One or more lavers of Tvpe GI "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: " Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 ga l / sq. 14. Deck:, NC Insulation (Op Incline: 1/2 Ronal): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. B ase Sheet One or more layers of "GAFGLAS #75 Base Sheet ", hot 4- mo i n place. Ply Sheet (Optional): One or more lavers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR' Surfacing (Optional): GAF Weather Coat Em sion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal/sq. 15 . Deck: C -15/32 Insulation (Optional): Perlite, fiber glass, r I /2 perlite /�cyanurate co iyanurate, urethane, Base Sheet One or polite or phenolic. more layers Type G2 or G3 base sheet hot mopped or mechanically fastened. P Sheet (Optional): One or more layers Type GI, hot Membrane: " Ruberoid Mop or "Ruberoid Dedc C•15/32 FR" raid Mop 170 FR" (granule). Insulation (Optional): Perlite, fiber Iodine 1/2 Bab 8 a nposite or phenoli glass, 6 i f joints. urethane mopped or �ni f roa layers of Type 0-2 or G3 base sheet hot y fastened. Ply (O p t ional): One or more layers of Type G1, hot mopped in Membrane (aarooth} One layer of " Ruberoid Torch' or " Ruberoid Mar kfesabsane One layer of " Ruberoid Torch 170FR" or " Ruberoid Mop 17. Dade ""` Indh t 1 \fr r •ft 6511 111111 r ' mem MIAMI - DARE BUILDING. DEPT. THIS COPY OF PLA ��y', BUILDING 5I'V� 5 MUST E AVNIILA(,IL �f • OR AN IN8P8CITION WILL Nt'r t't RAFT ti�� �' * ,'., - • -- :`cn„s� wc.= 'E•:•^r:.• .... ;fit -">. r' ,`•j�.,`.Z'T`^�w- ,.�9.7v ......a.�,p� 'il RBU"il:^.1' , we.,.- -. ...a.CF L NOICAP y- t:L)P DRAWING OvalER BUILDER F''cJ TRAFFIC CONC uhj Ct to Carr:p:ianco with aft Federal State and County Laws. kolas and regulations Dade County assumes no responsibility for accuracy of or results from these plans. "NOTICE: In addition to the requirements of this permit, there may •• restrictions applicable to the property that may be found in the u'�a Ccun;y, and there may be = Y be adc., on�l such as a nd! t, :e, a an ma be additional permits required trot.) other governor a.;"; e S a rids, state agent os, or fudcral cyenGu, chon 5 Florida. 9 at Status. s u _J s 07 /z / ui qQg 1 :08 FAN MIAM AUI asa 578 104 2 POLFF(FAjl - pRODTCTS, INC . PRODUCT CQNTRQL NOTICE OF ACCEPTANCE I'ulyfo :Irn Products, Inc. 2.100 Spring• Stucbner 12nud Spring ,TX 77383 -1132 Yo application for Notice of Accepiancc (NOA) of: Two Component Polyurcthcnc 1Fnam Adhesive on;,cr Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Typcs of Construction. and completely described herein, has been recommended for acceptance by the Minlni - Dade County Building Code. Compliance Office (I3CCO) under the conditions specified herein, This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to sectirc this ,, rodttct or ma:ettal at any time from a jobsite or manufacturer's plant for quality control testing. if this proaiict or material tails to perform in the approved manner, BCCO may revoke, modify, or suspend the t,sc of such product or material immediately. t3CCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida 3:1 'ding Code. i'!tc expense of such tcstinE will he incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 0S/10/2006 11 1 LTllf COVFRSII SF,E ADflITIONA1, PACF,SFOR Sl`FFC1FIC_AN1) cj[NI;UAI, CQI•1_1211IQNS ftJTIMINQ COPE PR I1F,VIF,W COMMITT l l is ar;plication for Product Approval has bccn reviewed by the BCCO and approved by the Building Et'de and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set above. APPROVED: 0G /(4/2001 ' \2150001 \pC200011comp4tesUouu laCaporycl co.ar pit.,doc nternet ntnil utdre s: potlmnsler @bulldLleeudeonIinc.com ON Xb- MIAMI -D/1DE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Ig1 002 BUILDING CODE COMPLIANCE OFFICE METRO-DAVE FI,AGLEI( BUILDING 140 w l• STRt rr. SUITE IG413 MIAMI. rLCKIII,1 33130 -ISG3 (305) )73 -2901 FAX (30S) 375 -29t16 CON1ll I.ICI:N:IINC MI :nloN (3051 375 -2321 FAX (3M) 377 -Issx crlN•rrurrotl LNFQIICEM(rNr DIVlslory 00s) )75 - 2766 I:AX (US) )15.19u* PRODUCT CON1'RO1. DIVISION (30) )73.: CAN (305) )72-63)') Raul Rodriguez Chief Product Control Division I'runcisco I. Quintana. R.A. Director Mint -Dade Counll flui iding Code Compliance Office 1Iolncpage: help. / /www.bulldinss:edtaonllne.con1 N7 �d :'c CE ;~c : .:1 :: �N 07/3/01 HOW 13:08 FAX 954 578 1042 1 ucts Inc. ACCEPTANCE No.: 01452t.02 ROOFING ASSLMRLY APPROVAL. calsxj.w.a'= Roofing Sufi Categnry: Roof Tile Adhesive Ma lerinls: I'olyurcth.tnc I. SCOPE This approves I'ulypro® A111GU a: manulac(uretl by I'olyruam Products, Inc. as described in Section 2 ot'this Notice or Acceptance. l'or 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 tvilh approved flat, low, and high profile roof riles system using Poiyproat> Ali 160. Where the ;attachment calcutstions arc done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION M :anufi cturcd by Tc,t Product Applicant Dintenlvians Specification' D t "n Polyproth) A H 160 N/A SDP i R PA 10I Two component polyurrthanc i'aantproel RTF1000 N/A Dispensing Ecuipment ProPacL 30 & :CO i POLFFOAS PRODUCTS, INC. N/A 1)tspeosiug Cguiplttcnt 2.1 Components ur products manufactured by other.: Any Miami -Dude County Product Control Accepted Roof Tile A :: bly !:avi;lg a current NOA which list uplift resistlncc vafucs with the use of f otypru A 11160 roof file adhcsiv:. 2.2 Typic :tl Physical Properties: I'rnncrty Ism Density ASTM 0 1622 Compressive ASTM 0 1621 Strc:igtlt rcnsi :c S.rcvh ASTM D 1623 Water Absorption ASTM D'_127 Moistt.rc Vapor ASTM E 76 Transnissinn Dintcniona: ASTM 1) 2 26 St:th1111y iiiKM l Approval Dalc: •r uncJ4 2(inl Expiration Date: May It1„G I2ecttltz 1.6 Ibs /rt.' 18 PSI P'arailel to rise 12 PSI Perpendicular to r.se 28 P51 Parallel to rise (1 LbsJft= 1.1 Perm /121c11 ..) Q7' /a Volume CIIa t j -41c 7.. wcc•s Chou n Ik:11iklity.2 wcckr Frank Zuloap, I4RC Product Control Ec=nliner - dd;.S �E 4 003 1 is -SC -Vu 07 /23/01 LION 1):09 FAX 954 578 1042 u Polyfoam Froduci Inc. ACCEPTANCE No.: Oj- OS21.0O Note: Tlrc physical properties listed above are presented as typitnl evernze values As determined by accepted ASTM test methods and are subject to normal manufacturing yar■ation. 3. LIMITATIONS 3. I fire classific,a!ion is nct part of this acceptance. Asscrnbly for fire rating. 3.2 Polypro® A1 shall solely be used with flat, 3.3 Minimum underlayments shall be in compliance Standard RAS 120 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AI1160 roof ti;c adhesive with [heir tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roof tile ,adhesive with their tilt assemblies shall tat in accordance with PA 101 and with section 10.4 as modified herein. 4. INSTALLATION 4. l Polypro® AN 160 may be used with any roof tile assembly havv.e a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® AN 160 shall be applied in compliance with the Component Appl ;cation section and the cor•espondinu' Placement Details notcd herein. The roof tile assembly's adhesive attachment with the use of Polypro® Al shall provide s flic:cnt attachment resistance, expressed as an uplift bascd system, to meet cr exceed the uplift resistance determined in compliance with Miami - Dade County Rncfing Application Standards RAS 127. The adhesive attachment data is noted in t :re roof Tile assembly NOA 4.3 ?olypro® Al-1160 -col tilt adhesive and its components sha:! Se installed in accordance with Roofing Application Standard RAS 120, and ?oiyfcant Products. Inc. Polyprc® AH :60 Operating Instruction and Maintenance Bxidet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Poly Products, Inc. Polytoam Products Inc shall supply a list of approved app :icators to the a,rthcrity having jurisdiction. 4.5 Caa;ra; ion of the Fozmpro® dispersing equipn'cnt is require_ before application of any .adhesive. Tie mix ratio L•etwecn the "A" component and :he "3" component shall be nla ncd'„etwccn 1 0 -,.15 (A) : 1 0 (13). The dispense ::rrer shall be set to deliver 0.0 75 :o 0 15 pounds per tile as determined at calif;: a:iol No other settings shill be approved. 4.6 Polypro® 1 6 3 shall tuc applied with Foampro RTF 1 000 or ProPach® )0 K 100 dispensing equipment only 4.7 Poly' ro ®, 11160 stmt trot be exposed pc, mancntly to suns POLYFOAl1 PRODUCTS, INC. MS 3 Refer to the Prepared hoof Tile iow, R high Cie profiles. with the Roofing Application Franc Zuloosa, RAC Pro - 4 4: Control Examiner ®004 y.:.?' m AT Tdc:: .E Ud _ . :. c3f1 E0 - 50 - dd4■ OT /Y3 /U1 WJN 13:09 FAX 954 578 1042 PnIY(o1n1 Product inc. ACCEPTANCE No. : 01 0521.07 4 .8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AE-1160 has been dispensed. 4.9 Polypro® AH 1 G0 placement and Minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tilt profile requires the specific placement noted herein. Tnble I: Adhesive PInccmcnt I'or Eath Centric Tile Profile Tilcl'roGlc Single Paddy Weight �, Two Paddy Wcifiht Min. (grams) per pnddy Min. NI , rams 35 NIA 01 17 /sidc on cap and N/A 34 /pin Flat. Low, High Profiles Huh Profile (2 Piece Darrel) Flat Low, High Profiles Flat, Low, Hii Profiles 1.79b5dG.9c ON a1 Placement Detail a2 tt3 POLITOA PRODUCTS. INC. a 24 N/A 8 S. LABELING All Polypro® AEI 60 containers shrill 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 of this system. Frank Zuloago, R.RC Product Control Examiner ®005 i,dCM X7 A iddi S CE ;rd 9 i : 1 U3M E(3 - �0 -8VW 07/23/01 MOO 13109 FAX 954 578 1042 Ivronm Products, Inc_ POLITOAK PR000CTS, INC. ACCEPTANCE Nu : 01- 0521.02 ADIIESIVE PLACEMENT DETAIL 1 SINGLE PATTY L9999.99 'cN fid Franz Zulc„ R.RC Product Examiner Woos 07/23/01 HON 4]:10 FAX 954 578 1042 Polyforim Produ,C( Inc Nall 1NeugA p tdc umtnt POLVFOAM PRODUCTS, INC. ACCEPTANCE No. : OI- 0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY ON XV 6 �xcr. 1T 1 c Frank Z,Doock, RRC Product Control ECyriotx 0 C7, 23O1 MON 13:10 FAX 054 578 1042 • , PolYfolw Prodt_isa NIIllhrovgh plastic ctmchi Stngli paddy ic 3 % ur,d., Us Sir& 0 paddy on under. Slmgla paddy or top of tilt POI-Waal PRODUCTS,1NC. ADHESIVE PLACEMENT DETAIL 3 DOUULE PATTY frvil count Nii through pti whim Urtelipiornen1 5Ing10 pa under lac pzdtly an top 014 len SAO Petit birdman tile Es. C:o I 7 t:9 CN ACCEPTANCE No, 01-0521,02 rraiik Zuloaga. RAC Product Control Examiner ' 7 7 • Single giddy under Utu Sing% pad beivnt11104 Zin. 7 I mein eize piuldy urs curt's') only -‘;0 .07/23/01 HON 13:10 FAX 95.1 576 10.12 r POLVFOAX PRODUCTS. INC. Polyfo:tm Products, Inc. ACCEPTANCE No.: 01- 0521.02 Renewal of this Acccplarcc (approval) shall be considered allcr a ren.�r and the original submitted documents, including test - supporting data, cn_: Zt�pllLltiOn has b i n fi ed older than eight (K) years.rinr dcct,..icuts, are no 2 Any and , II approved products shall be permanently labeled with the "nafae state. :Ind the fotioiving statement' "Miami -Dade County Prod;; - Approval". r s name, eiiy s specircally slated in die specific conditions of this Acceptance :rtr�l AhPoval', or �s 3. IteccwaIs of Acceptance w:11 not be cobs dcrt:d if. There has been a change in UI.: South Florida Building Codc a^ r- , product and the product is not in compliance n,ritlr the code chau;; '1'c evaluation of •I : ;� b The product is no longer the same product (identical) as thc o =,h, approved. c !f tne Acceptance holder has not complied with all thc rcc,c.; — ;.: of this accepta,::c, Including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the Nei:.. clocurnenatien submitted, is no longer practicing the engineering profession. 1 a. A:1). revision or change 1:1 the materals, use, and/or manufacture C; t . = roduct or process sr::!I auterra :ically be cause for termination or this Acceptance, unless pr::; n -.r_cn approval has be l rccucs :cd (throu8h du: F.:ing of a revision application with apprcpr : :: f_.) and granted by . .h :s ofF,c:. -- 5 ,env of the following shall a :so be grounds for removal of this Accepta.�- a. Lits ,t sCactory performance of this product cr process. \1isusc of this Acceptance as an endorsement of any product. i_ advertising or any otter purposes. fn Tie Notice of Acccplarcc ::umber preceded by the words Miauti -Dads y, Florida, and fcilo \c:: v Jte expiration data may be displayed in advertising tali nature : c ^ion of the Nolic_ of Acceptance 1s dispiayed, then it stall be dolts in its entirely 7 . A cop) 0 Accep :a: :c as well as approved drawings and other dce1I:-.1- :,, ■hcrc it applies, 57.2 b.: prov:dcd in t:Ie us.r by the manufacturer or Its distributors and sh:. ;::;:avl ;Cr inspcctio ll!e job site at aI time engineer ncc.d nct reseal the copies. Failure to comply t it!t tiny section of this Acceptance shall be cause Acceptance = - Lnatten and rentolal eF 9 T, is Ncticc of Acccp!anc,; corsists of pages 1 through B. END OC' THIS ACCEPTANCE . N Xd A, - Lsioagn, RRC t Caalrol Examiner ®00o nc :3-50 -bW Date Type Insp'n Permit No. Name Address Company Phone # For Inspector: Approved 1, Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMEN 305- 795 -2204 Building Inspection Request Name & Date BUILDING ❑ ELECTRICAL PLUMBING ❑ ROOFING Owner of Building Architect Contractor , r. or Builder ' Legal Lot Description A Address of ; �� Building ❑ PERMIT 'N? 11752 [2 I f Work to be performed under this Permit MIAMI SHORES VILLAGE, FLORIDA DATF Bl. Subdi- vision ..Value of ',.Project $ Contractor's License No Amt. of Permit $ 195 This permit is granted to the contractor or builder named above to construct: the: building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted, to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings,or in the statements or and that he assumes responsibility for work done by his agents, servants or employees. �' ' - .F. 3. .x,10 z f' b Signed' / , 4 ,4 t ' 4" ` ° t' BY � "' r " " INSPECTOR f7 ' In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all o dinances 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. lit l FZ CONTRACTOR OR BUILDER BY ' AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Lot Description. Address of Building MIAMI SHORES VILLAGE, FLORIDA El n PERMIT N? 11232 i a 0 mw Work to be performed under this Permit A B s / R s —� a This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been . submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: Subdi- vision Value of Project $ DATR 1954_ Contractor's License No 4` i Amt. of Permit $ BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or 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. CON RAC OR OR BUILDER r BY J AumoRt d`