Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
550 NE 94 St (4)
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / 3 / Address 5 AJ( � ' sT Tax Folio Legal Description SEG. 2 P3i /03? Got57 FP. G p' Historically Designated: Owner/Lessee / Tenant U 17 S 7�`1�� S Owner's Address s3_o J ( /((- Phone Contracting Co. 4' J l V ST/! be 4/E(,rj ' T_ t ��� / , I , � Address Qualifier CX I i k fib4 SS# State # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING PAVING FENCE SIGN WORK DESCRIPTION 7 ,4>C OFF . u . . — /,t-s i -,¢// mid l f S S d.,v/ c 1;A r 74.199 • �- p�� Gl 4.ss P67 - 6 Gi ul i c4 p sue = &/& d44 19 . Square Ft. 5 Estimated Cost (value)� d • . a d 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 sf all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIG : , POOLS, ROOFING and MECHANICAL WORK. FIDAVIT: certify that all the forego g information is accurate and that all work will be done in compliance with all applicable constructi • `and zoning. Furthermo - I authorize the above -named contractor to do .. ork st: ted. Signal e of owner d/or Cony oo 'resident Dat r � 2 -/3- Notary as to Owner and/or Condo President My Commission Expires: c *p/ P� COMMISSION # CC 5479 2P ---1 EXPIRES APR 18, 2000 BONDED TtfRU `0Ftt' ATLANTIC BONDING CO.. INC FEES: PERMIT 60, RADON C.C.F. Municipal # Competency # Cc Z 77,27 Ins. Co. Address Address Address Date Yes Master Permit # No ya q7 757- ?o6 5 rso AkJ 72. qs � .� q Phone I [ !2- 7'(•t!o 3 33 / Signa . e of Contr: ctor or Own Date /1-ea4 - N otary as to Contractor or Owner - Builder Date My Commission Expires: � ,RICHARD D V WILLIAMS IF 141 "'M • CC 547$29 ta 'Zap 14 0F ir ATLAUIref co !Ay- NOTARY BOND 3p TOTAL DUE 3p APPROVED: Zoning Building -_ Mechanical Plumbing Engineering Electrical EXPIRES APR 18, 2000 . Appendix "E", UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: LI1V / ✓i STh e</ .. ew ( Job Address: SSA a ? y S% ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar -Set Tile) * ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) , (Other) F'6+ T a i 4 ROOF TYPE ❑ New Roof `Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (fl 5'0O Sloped Roof Area (ft " O " Total (ft 7 J Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7-88 table 1): v T Ft. FL ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Deck type: Wad ATTACHMENT Fastener Type: SPACING Field: / 2 Perimeter: 7 � Corner: DETAIL 1 & 2 *Includes Mortar and Adhesive Set Tile Page -1 ROOF PLAN 1 Ridge Ventaa600? WANFLEIGHT Deck type: Underlaymenti DETAIL 3. Appendix. "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOFSLcre - SLOPED SYSTEI11 DESCRIPTION Insulation: Fastener type & spacing: Cap Sheet: Roof Covering: Drip edge: TILE CALCULATIONS (Pmaxl: X X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: x A. (Aerodynamic Multiplier): ) - M = M PCA: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals GAFGLAS® Specifications N- B- 4 -M /P6 and N -B -4 -M .. ,.;. s.. Si,..:JK -�,;, : '�.,:1.4`W :a;o ci -:..�. .r.::: -SS•c .F.w . >.:r..�s::_: F:g!: :�'.'. e`YCC�..a.��. < \:.,rt: ,' •.: .::.c.:µl:•,:... -: ....,. ^rR.iaf :•A.►.7%IsN_'N .:hY'T19. Specifications General Application recommendations detailed on pages 17 -20 shall -apply in addition to the following recommendations and specifications. Application of Roofing Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet, lapping each sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch intervals in each row. Use fasteners with integral metal heads at least 1 inch in diameter or square that are recommended by GAF Materials Corporation or the deck manufacturer. (See 'Special Instructions' below.) 3. Starting at the tow point of the roof, mop two plies of GAFGLAS Pty shingle fashion; lapping each sheet 19 inches over the preceding sheet; solidly mopping to the underlying base sheet to provide three plies over the entire roof area. Asphalt Requirements Interply moppings of Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. Slope per foot Asphalt Type Up to 3' Steep ASTM Type III 3'- 6' HT -Steep ASTM Type IV On slopes up to 2 /2 inch per foot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 20, so that the laps are offset from the laps of the ply sheets. Special Instructions 1. See recommendations for use over gypsum decks on page 9. 2. Acceptable GAFGLAS Base Sheets include: STRATAVENP (Vent Ply) for Nailable Decks required for freshly poured gypsum decks, GAFGLAS #75 Base Sheet, GAFGLAS' PLY 6a, and GAFGLAS Ply 4. For wood decks and structural wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet, a sheathing paper is required. 3. See 'Nailing of Base Sheet,' pages 18 -19. 4. For roof slopes of 1 inch per foot or more, all ply felts must be back - nailed 4 inch- es in from the back edge of the felt. See installation on Steep Roofs; page 10. UL Classification UL Class Substrate Slope A A B C NC C 2' 3' 3 '/2' UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. X inch thickness), oriented strand board (min. /: inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per foot. GM NATURALS CORPORATION n • GAFGLAS Mineral Surfaced Cap Sheet Nailable Deck Sheathing Paper (if required) 2' Sid? Lap GAFGLAS Base Sheet (see below) GAFGLAS Ply Roofing Asphalt 2' Side Lap 244' .l_ North, South, and West Zones Nailable decks up to 6 inches' per foot slope, except for lightweight insulating concrete decks which are limited to a maximum slope of 1" per foot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable nailable decks. For lightweight insulating concrete decks, see page 9. Materials Sheathing paper (1 ply, if required) GAFGLAS Base Sheet GAFGLAS PIy (2 plies) GAF Materials Corporation Roofing Asphalt Interplies Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Approximate Weight per Square 175-250 lbs.. Guarantees Available Specification Liberty Guarantees N- B- 4 -M /P6 N- B- 4 -M /P6 N -B -4 -M 15 yr. West Zone only, Wood Decks. 15 yr. Lightweight Insulating Concrete. (See page 9.) 2 +10,10, 5 +5, 5 yr. 41 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 APPROVED NOV 1 01994 P 1 T ONTRO NOTIt^r O A( ' t^r .PTANCE 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 CAF Conventional Built- n Roofin ct m e under Chapter 8 of the Metropolitan Dade County Codc governing the use of Alternate Materials and typcs of Construction, and completely described in the plans, specifications and calculations as submitted by Factory Mutual Research Corporation and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Codc Compliancc Department to be uscd in Dadc County, Florida undcr the specific and standard conditions set forth herein. The approval shall bc valid for a period of thrcc ycars. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsitc or manufacturer plant for quality control testing. If product or matcrial fail to perform in the approvcd manner, the Codc Compliance Dcparlmcnt may rcvokc, modify or suspend the use of such product or matcrial immediately. llnc Building Codc Compliance Dcparlmcnt rcscrvcs the right to rcquirc testing of this product or material should any amendments to thc South Florida Building Codc bc cnactcd affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 1014.01. EXPIRES: NOV 1 01997 G Lomond, P.E. ' Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSI1EET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMLTCEE This application for Product Approval has .been reviewed by thc Metropolitan Dade .County Building Codc Compliance Dcparlmcnt and approvcd by the Building Code Conpnittcc to bc uscd in Dadc County, Florida undcr the conditions set forth abovc. Charles Dangcr, P.E., Dirccto Building Codc Compliancc Department Mctropolitan Dadc County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Product Control Notice of Acceptance Roofing System Approval Category: Membrane Roofing System Sub - Category: Built -Up Roofing Type: Conventional Su -Type: Fiberglass GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. The GAF Roof Systcm Assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -411. William J. Woodring Director of Technical Services 1361 Alps Road Wayne NJ 07470 (201) 628 -3000 Product Control No.: 94-1014.01 Approval Date: NOY 1 0 1994 Expiration Date: tail' 1 1.7 t? r Product GAF Asphalt/Concrete Primer GAF Fibered Aluminum Coating GAF GaRite Roof Insulation Fasteners Trade Names of Products Manufactured or Labeled by Applicant Dimensions Packing: 5 gallon pails, 53 gallon — drums. Packing: 1 and 5 gallon pails GAF Jetblak All- Weather Packing: 1 and 5 Plastic Ccment gallon pails. GAF Jctblak Flashtitc® Ccmcnt GAF Mineral Shield® Granulcs GAF Plastic Ccment GAF Weather Coat® Emulsion GAFGLAS Ply 40 GAFGLAS Ply 60 Packing: 1 and 5 gallon pails, 53 gallon drums. Packing: 60 Ib. bags. Packing: 1 and 5 gallon pails, 53 gallon drums. Packing: 5 gallon pails. 3' x 180'; Roll wcight: 44 lbs.. 3' x 180' Roll 1 Test Specifications ASTM D4I ASTM D 2824 PA 114 ASTM D 3409 ASTM 4586 ASTM D 1863 ASTM D 4586 ASTM D 2178 . Typc IV Product Control No.: 94- 1014.01 Product Description GAF Asphalt/Concrete Primer used to promote adhesion of asphalt to dissimilar surfaces in built -up roofing. A cut back asphalt based protective coating containing leafing type aluminum pigment and inorganic fibers. Insulation fastener system. Available in a variety of lengths and styles. All- Weather Plastic Cement used to install flashing and may be applied on wct surfaces. Coverage: 1 gallon/14 R.'. GAF JetblakTM All- Weather Plastic Cement shall be used for flashing applications only. A trowel grade cut back bitumen flashing-gradc cement mixture, containing inorganic fibers and mineral stabilizers. Granulcs for surfacing of exposed asphalt, cold process or emulsion. GAF Mineral Shield® Granulcs shall be used for flashing applications only. A trowel gradc cut back bitumen standard -gradc cement mixturc, containing inorganic fibers and mineral stabilizcrs. ASTM D 1227 Clay based emulsified asphalt coating with inorganic fibers. Typc IV asphalt impregnatcd glass felt for use in conventional and modified bitumen built -up roofing. ASTM D 2178 Type VI asphalt imprcgnatcd heavy duty Gil Diamond, P.E. GAFGLAS Stratavent® for nailable decks GAFGLAS® 1175 Base Sheet Weight: 52 lbs Dimensions: 3' x ASTM D 4897 36'; Roll weight: 69 lbs.. 3' x 108'; Roll ASTM D 4601 weight: 75 lbs.. Product Control No.: 94- 1014.01 Type V[ glass felt for use in conventional and modified bitumcn built -up roofing. 2 Gil Diamond, P f Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. Product Control No.: 94- 1014.01 GAFGLAS® Mineral Surfaced Cap Sheet GAFTEMP GAFTITE® Base Sheet Fastener Gafglas® Flashing Gafglas® Stratavent® 36' x 3'; Roll weight: ASTM D 4897 Perforated Ruberoid® 20 Ruberoid® 20 FR Ruberoid® Mop Granule Vent Stacks (metal and plastic) 3' x 108'; Roll weight 76 lbs.. various I' x 72', I'h' x 72', 3' x 72'; Roll weight: 25 lbs., 38 lbs., 76 lbs.. 60 Ibs . 39.4" x 33.4'; Roll weight: 90 lbs. 39.4" x 33.4'; Roll weight: 90 Ibs. 39.4" x 30.5'; Roll weight: 103 Ibs.; Roll size: 100 R.'. ASTM D 228 PA 114 PA 114 Proprietary ASTM D 5147 ASTM D 5147 ASTM D 5147 PA 100(A); UBC No. 52 -2; ASTM D 1929 (Plas.) & 635 (Metal) An asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated felt surfaced with mineral granules uscd as thc top ply in conventional built -up roof membranes. Polyisocyanurate foam insulation. Bascsheet fastener for built -up roof systems. Asphalt coated glass fiber mat flashing sheet available in three sizes. Heavy duty perforated fiber glass base sheet impregnated and coated on both sides with asphalt, with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. Asphalt modified bitumen membrane, polyester reinforced for use in conventional built -up roofing. Asphalt modified bitumen membrane, polyester reinforced and trcatcd for fire resistance, for use in conventional built -up roofing. A heavy duty, resilient, asphalt modified bitumcn membrane, polyester reinforced. Used in flashing applications for conventional built -up roofing One way valve vent uscd to relieve built -up pressure within thc roof system. GAF Vcnt Stacks are available in metal or plastic. Product Dimensions Pyrox various AC Foam 11 various AC Foam -I various Roofgrip Fastener Hy -Therm AP various Hy -Therm Nail -Line various Hy -Therm / Pyrox / Various White Line Anchorbond Fastener DekFast Fastener PA 114 ES -30, ES-45, ES -60, PA 114 ES -90® Fasteners Nail -Tite Type R Fastener Trade Names of Products Manufactured by Others Product Control No.: 94- 1014.01 Test Specifications Product Dcscription Manu facturer PA 110 Polyisocyanurate foam Apache Products Co. insulation PA 110 Polyisocyanurate foam Atlas Energy Products roof insulation PA 110 Polyisocyanurate foam Atlas Energy Products insulation. PA 114 Insulation fastening Buildex assembly PA 110 Polyisocyanurate foam Celotex insulation PA 110 Polyisocyanurate foam Celotex insulation . PA 110 Polyisocyanurate foam Celotex Corporation insulation PA 114 Insulation fastening Construction Fasteners assembly Insulation fastening Construction Fasteners assembly Base Ply fastening system ES Products, Inc. (lightweight concrete decks only) PA 114 Insulation/base sheet ES Products, Inc. fastening assembly. 4 Gil Diamond, P.E. ISO 95 + Composite Various PA 110 AL MB Aluminum PA 114 Roof Coating Grundy Industries Roof Coating Gripdek Fastener PA 114 Insulation fastening ITW Buildex assembly CR -1.2 Base Sheet Fastcner Hexcel Fastener PA 114 Insulation fastening ITW Buildex assembly Hextra Fastener PA 114 Insulation fastening ITW Buildex assembly Tapcon PA 114 Insulation fastening system ITW/Buildex ISO 95+ various PA 110 Polyisocyanurate foam International Pcrmalite insulation UltraGard Various PA 110 Polyisocyanurate foam Manville Roofing insulation Systems .E'NRG'Y II Various — PA 110 Polyisocyanurate foam NRG Barriers, Inc. roof insulation 1SORoc various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation. Con -Tice Fastcner PA 114 Insulation fastening systcm Olympic Fasteners Olympic Fastener PA 114 . Insulation fastening Olympic Fasteners assembly PA 114 CR -10 coated galvanized Olympic steel fastener. Manufacturing Group, Inc. 5 Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) Product Control No.: 94- 1014.01 Polyisocyanurate / Pcrlite Firestone Building Roof Insulation Products Company • Gil Diamond, P.E. • • CR -Base Sheet Fastener CR -Base Sheet Plate GlasFast Fastener Glasfast Striker Fastener Paroc Multi -Max Insulfixx Fastener Plate Fixx Fastener Rawl Drive Rawl Spike Fastener Rawlite Fastener T -Fast Tru -Fast Fastener ASTM D 312 roofing asphalt various PA 114 CR -10 coated galvanized Olympic steel fastener. Manufacturing Group, Inc. ASTM A 525 2.75" galvalume steel stress plate Product Control No.: 9a- 1014.0t PA 114 Insulation fastening Owens - Corning assembly PA 114 Insulation fastening system Owens - Corning various PA 110 Non woven fiberglass mat Partek, Inc. insulation. PA 110 Polyisocyanurate foam RMAX insulation. PA 114 Insulation fastening SFS/Stadlcr assembly PA 114 Insulation fastening SFS/Stadler assembly PA 114 Insulation fastening system The Rawlplug Company, Inc. PA 114 Insulation fastening The Rawlplug assembly Company, Inc. PA 114 Insulation fastening system The Rawlplug Company, Inc. PA 114 SteeVWood fastening Trinity Engineering, assembly Inc. PA 114 Insulation fastening Tru -Fast assembly ASTM D 312 ASTM D roofing asphalt. generic Gil Diamond Olympic Manufacturing Group, Inc. Product Control No.: 94- 1014.01 ASTM D 41 Primer ASTM D 41 Asphalt Primer. generic Fiberglas PA 110 Fiber glass roof insulation generic Gypsum Sheathing . Various PA 110 Gypsum Sheathing used in generic specific Roof Insulation Assemblies High Density Wood various PA 110 Fiberboard Wood fiberboard insulation. Nails ASTM A 641 Min. #12 corrosion resistant annular ring shank nails, FF- N- 105 -B, Type 2 generic generic Perlite PA 110 Perlite insulation board generic • Red Rosin Rosin paper for barrier generic layer on wood decks Tin Caps 1 5/8" - 2" Min..010" (32 ga.) x 1" generic corrosion resistant disc Gil IJ�Imond, P.E. s . Test Reports Test Agency Test Identifier Factory Mutual Research FMRC 1994 Factory Mutual Rcscarch J.I. # OT4A.I.AM Uplift Approval 08/26/92 Corporation J.1. # 1 V8A4.AM Uplift Approval 06/28/93 J.1. 1R1A6.AM Uplift Approval 11/15/91 J.I. # 0T2Q4.AM Uplift Approval 10/17/91 J.[. # 0Q6A6.AM Uplift Approval 07/16/91 FMRC Current Insulation 01/01/94 Fastening Requirements FMRC Approval Guide 1994 J.1. 3X3A2.AM Wind Uplift 08/02/94 J.I.OY9Q5.AM Wind Uplift 07/29/94 Underwriters Laboratories, RI306, 87NK11819 Class A Fire Classification 01/01/93 Inc. 8 Test Name/Report Date Current Insulation Fastening Requirements FMRC Approval Guide 1993 Gil Diamond, ,E. 0 - Product Control No.: 94- 1014.01 01/01/94 Material Insulation Tvoes: Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Wood -60 psf Steel -45 psf Concrete -90 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -45 psf Poured Gypsum Concrete -45 psf Maximum Fire Classification Des ign Pressure Material Classification Wood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Concrete Class 'A' Product Control No.: 94- 1014.01 Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. . n • Gil Diamond, P.L. �,�: : •.� .:r.- ' ' 9 -�_ Deck Type 1: Wood, Non - insulated Deck Description: " / or greater plywood or wood plank decks System Type A(1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Specification No.: None Product Control No.: 94- 1014.01 GAFGLAS® 1175, GAFGLAS® PLY 40, GAFGLAS® PLY 60, GAFGLAS® STRATAVENT® or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 3 /," tin caps at a fastener spacing of 12" o.c. at the lap, 18" o.c. in two rows staggered along the center line of the sheet in the field. Two or three plies of- GAFGLAS® PLY 40 or GAFGLAS® PLY 60 ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbsJsq. f 15 %. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Fibercd Aluminum Coating with an application rate of 1.5 gal /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 IbsJsq., respectively. Maximum Design Pressure: -45 psf. Maximum Fire Classification: 'A'. See General Limitation ff2. Maximum Slope: 3 ":12 "; See General Limitation #3. en . Gil Diamond, P.E. 20 ;'' • Deck Type 1: Wood, Non - insulated Deck Description: 19 1 32 " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: -55 psf. Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 3":12"; See General Limitation #3. Specification No.: 21 Product Control No.: 94- 1014.01 GAFGLAS® #75, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVENT® or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 3 /," tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the centcr line of the of the sheet in the field. Two or three plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs./sq. ± 15 %. (Required if no cap sheet is used) Install one of the following: 1. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 galisq.; or GAF Fibercd Aluminum Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application ratc of 60 IbsJsq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. "' „'• C // ;4'• r. Gil Diamond, P.E. % -;L : r • - • t 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 plank and deck. Red rosin sheet may also be installed on plywood decks as an option. 2. A slip sheet is required with PLY 4® and PLY 6® when used as a mechanically fastened base or anchor sheet. 3. Pre - assembled cap nails may only be used for termination of frilly bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment Gil Diamond, P.C. 22 Product Control No.: 94- 1014.01 Application is hereby made for the approval of the detailed statement ut roe 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 progreu of the work. 19. Owner's Name and Address. . �m ..P6-eples ... _ _ No...._. ._......Street_.. _._ _..._._. , �_ Registered Architect and /or Engineer ar v/to e m•••.re•er Name and address of licensed contractor.... MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT e •-• • 5Y..3....ttill.te2._ :o gf Location and legal description of lot to be built on: Lot Block Subdivision r/ Street and Number where work is to be done 6 /VC q:X._ _s..__. r St to work to be done d purpose of building (by floors) �_ ...._.... _.. ......_.._.. 00 - ... f t .... C.. .vat1RG 4 ,,e. t ot.S /*/ eAl Wt.-44 - Nit and for no other purpose. New Building Remodeling Addition Repairs k No. of Stories / _ To be constructed of Kind of foundation ©overing Estimated Total cost of improvements S.. /SOX Amount of Permit *. F Zone cubage required plan Cubage Distance .to next nearest building Size of Building Lot Maximum live load to be borne by each floor LA 141 1 L L. 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.. L w 1 . t .. . e, O13 `) PSS° "ZMC . 3 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatio .in employer of labor under the "Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, P x Supplement, and has complied .with the provisions thereof, and will require similar compliance from all contractors or sus n tor ployed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the �o ' w• arch public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontra.` r/`fonned under this pcnnit, as are licensed by Miami Shores Village. �� '• • • Remarks (Signed) ' ;► ` AA4 7 art tsf mitt ... STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated ( V IC/ � Permit No.._.._.L�4 Date 1 Read, Sworn to and Subscribed before me. Disapproved .. (Signed) Date Building Inspector Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Mcmbcr 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 PI,tnni,.g Board. A re inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials anti /or workmanship. D A ; V I D S3 ; C N S U L T I N' " G '!35O,SEV.ILLAAVENUE • CORAL. GABLES, . FLORIDA 33134 • arch; 4,'1985 it \Florida Farm Bureau V 2121' N. State Road 7 ,1argate, Florida 33063 • Attention: Mr, Raul DeLaVega, Adjuster H U L T Z P E N G I N E E R TELEPHONE 444.9715 Re: Partial Roof Collapse William Peeples Residence 550 N.E. 94tth. Street Miami Shores, Florida Engineering Inspection & Report (Structural & Construction Damages) 4. personally ,inspected'.the•Rear Cottage „ the referenced residence on Feb: 26; 1085 ;t determine ",,theN&'ise or causes 'of'''the commencement of. a partial collapse of the .:existing roofistructure, and to recommend the remedial measures necessary to restore this building to a sound and safe condition - - - -a condition which apparently did not exist prior to'the onset of the roof collapse. You were present during this inspection, at which time we discussed the condition of the collapsed roof, which was in progress, and the general methods to be employed to correct this situation, all of which are ` contained in this report. Attached.is a Sketch, "Cottage Schematic Floor Plan" and S Deta11, "Section'A -A” (Existing Building), Dated 2/26/85, Sheet D -1 of 1, Job No. 8521, which I have prepared to indicate the'general construction of the existing Cottage, and for refernces contained in this 'report. This. Sketch is not meant to be a complete, scalar, representation of all of the construction elements used in the erection of thistuilding,'but is to serve as''a'convenient, pictorial representation of this ;,''facility and for` items referred to.'i this report.. [Items referred to herein, are shown to the 't ;SEND" beneath the. Cottage P1oor Plan]. This ' ;Cottage isone story in height, with Cement, Shingle tile roof on built roofing wood sheathing exposed wood rafters, bearing on exterior masonry walls and in- ter or. wood ridge beam, ',:all of which As supported on standard, concrete wall footings bearing on undisturbed, natural soil.' (See Section A -A and.Legend,on attached Sketch for``general Construction employed in building this facility.).': The Cottage is situated pproximately00'feet South of the.Main Residence, with an attached car porte with a lat`,Roof deck:on the East side, and another ca porte with a 'tile roof similar; td 'that of the Cottage :attached on thei;West'side 'ua (See "Cottage Floor;'Plar�) �'.Ohe Roof .Vbethe,'Cottage'rhad saggeedrastica119 downward, creating`'large thrust loading against the extrior,supporting masonry walls and collapse of this roof structure was in pro- , gress. The following was observed: I Anterior; `$, oped, 3 X 6 @ 24" Roof Rafters had moved downward. with the centerline idge, ':with large thrust loading being exerted horizontally outward oil the 8" ;; 61o0k bearing. walls There. was no connection of roof roof rafters to . (Item '3 "), and an angular space of as much : as 3/4" exists between the ' ,edge.of rafters and the vertical face of the ridge. There were no tension . ties or collar ties' used across opposing rafters to minimize or reduce tendency :to create thrusts in an outward'direction. Rafters were seated on a wood plate on'the masonry walls, with alternate rafters. anchored to the wall tie beam by means of;')" X 1/8 ".strap anchors (Item "3 "). [Sag of Roof -- -Item "2 "]: The installation of a new, Lay -in type, acoustic ceiling suspension with 4" Batt insulation over was in progress at the time of the roof movement (Item "1 "). Crack in stucco, where bottom of concrete tie beam joins masonry wall below, along the South and North walls, due to rotational effects resulting from excessive sag and thrust of the roof (Item "5 ").Tie beams were pushed outward, but their ' structural integrity is intact and beams can be re -used, properly anchored. ;` °,(Partial Roof Collapse - -- Peeples Residence, Miami Shores, rla. - -- Cont'd.): a, Heavy, horizontal cracks in Tie Beam at South end of West Car Porte due to rust and corrosion of interior reinforcing steel with resulting expansion and cracking (See Item "4 "): Damage to this Tie Beam is not related to sag and deflection of teh Cottage roof. 5. Installation of a Tension tie cable and turnbuckle by the owner at or near the mid portion of the Cottage and secured to South & North wall tie beams, had temp - 'orarily, effectively pulled the tops of the masonry walls back'to their original position - -- approximately vertical. This dramatizes a counter - action to the out- ward thrust loading generated by the roof rafters,. when sagging downward, and' .is indicative of the need for thrust resistance to have been built into this ,roof structure from inception. It is my opinion, that the partial.',;roof collapse, as described herein, was due to excessive sag. of the roof rafters, which generated horizontal thrust loads to the top ?rof the masonry beaming walls, pushing them outward from the vertical position, and with correspondi.ng.opentng.of large. gaps between rafters and unconnected ridge beam, . ; which was inadequately supported to serve.as'a ridge beam. This roof structure, as 4 bUilt;''is tnstiunds and must be effectively repaired or replaced to prevent continued, ;..:; excessive sag and deflection, and :eventual, total collapse,of the structure. This is a latent condition that was built ,into this building at the time of initial construc- tion.' I can only guess or surmise as to. why it remained aloft as long as it actually did.. The construction is contraty;to.good construction practice and needs. .It is my. recommendation that the entire, Cottage Roof structure -- -Tile, Roofing, Sheathing & Rafters be removed and - replaced with effective, and structurally sound new :roof construction., The'Tie Beams on°the North & South walls can be salvaged, if posi- 'tively anchored to the masonry.walls.below.' Effective, tension ties must be employed •in the reconstruction for structural adequacy. Salvage and repair. of the existing roof is not recommended, since-it is impossible for me to determine the extent of the :defective situation and i.f other defects, not readily apparent at this time, would not also be'inheritedwith the repairs :procedures...'The following repairs will adequately -,restore thisfacility'to a structurally sound and functional condition: ;`1.' Remove entire roof structure above TieBeam. 2;7Anchor North and South wall'tie.beams to masonry walls with 1" X 1/8 ", W.I. '' straps' at'4'•0" o.c.. secured to tie beam and to masonry with 2- 1/4" drive pins power driven into wall and tie beam. . . Replace rafters using new wood trusses. spaced 2' -0" o.c., with a minimum 2 1/2 to 12 slope to the top chord. This will automatically provide the tension ties necessary by virtue of the bottom chord of the trusses. This can now be used;. f , the installation of 'theceiling,obviates ,the necessity,; of'.exposed, wood rafters�� -the roof'con.struction''will be hidden. Seat trusses on. existing, wood ' plates and secure to existing steel anchors. 4. Replace wood,sheathing, roofing, and file roof to•match the existing in kind & quality, with proper ties into existing Car Porte Roof. 5.`Clean & paint interiors and exterior, as needed, to remove all evidence of new. constructionprocedures.,, The foregoing repairs and replacement will adequately restore this facility to a .safe and sound condition, without fear of a repetitive occurrence. This letter, when sub - ..:mitted to the local.building authorities, may suffice for obtaining the required ''"building permits.,: h am available; if needed, to supply additional Plans and details, where and if required. ; _Very ..truly yours, DS /ppl • cc: 1 -encl 1 -ret ., encl : 1.- sketch David Schultz,.P.E. 121 TE 24g5 WOOD PL. CONC. T.R. STUCCO ti DESIGN S. CHEC _ '■ L.E G E N D DAVID SCHULTZ P. E. Consulting Engineer JOB�ROOF COLLAPSE -- PARTIAL FOR FLORIDA FARM BUREAU WILLIAM PEEPLES RESIDENC AUL DeLaVE(�A ADJUSTER 550 NE 94 ST,MIAMI SHORES, FL. 121 N.ST RD /,MARGATE, FLA. "A " - -- CEMENT, SHINGLE TILE ROOF ON. WOOD SHEATHING W /90# SLATE, BUILT -UP ROOFING ON 3X6 @ 24" o.c., EXPOSED RAFTERS W/ 3X6 RIDGE AT CENTERLINE. "B "- - -SAME AS "A ", EXCEPT W /2X6 RIDGE .& PAINTED RAFTERS. [1] -- -Batt Insulation & 2X4 Lay -in, Acoustic Clg. in Progress. [2] -.- -Roof Sagged Due to Thrust Loading on Exterior Walls. [3]--- Exposed Rafters Anchored to Walls, But No Connection to Ridge @ Centerline. [4]--- Heavily cracked Tie Beam Due to Corrosion of Steel -- -Not Related to Roof Sag.• [5] - -- Rotational Crack at bottom of Tie Beam Due to Excessive. Roof Sag. CoTTA4E - 5Gy EMATI G rL A 4 vfhIIIII1=111111n11U11 11�It11i11111111I11 • 11 IIIIIll1 = : —.. 1111H1U1IU minim . • n it U [ 5.] o"1"" GE. [1], [2], [3] Ex m e dIc EiC G'AR N 3X6 RIDGE @ CENTERLINE 31'- 4" t . 4;„ FLOOR- ; .... ^. - .:•y: =. �-_�� / /I, / 4T /1• ./ % i. , OOP PANEL WALLS [5] 1 [4] 1] - -BATT INSULATION W/ LAY -IN ACOUSTIC TILE CEILING. [2X4] SVCTI0N. A - A (E guit—pt‘s .CEMENT SHINGLE TILE ON 90 #'SLATE BUILT -UP ROOFING ( WOOD DECK, (SHEATHING) 1 1 r - O t SHEET 8" CONC. BLOCK OF ' JOB. NO. 8521 STATE OF FLORIDA, COUNTY OF DADE. SS. il M A A M li S H ._. O R E S 'P! O WA\t GE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR U LD NG PER ;IT 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 approv plans and specifications must be kept at building during progress of the work. , May 16 72 • Dat® o Ilia_._... Owner's Name and Address Frank B o u 1 t o n • ®e « 550 _ S �� R N, E, 94th St.. Registered Architect and /or Engineer Name and address of licensed contractor O b e n o u r Roofing C o, 7357 N, W, M i a m i Location and legal description of lot to be built on: Lot Black Subdivision ... , Street and Number where work is to be done 550 N. E. 94th $t, State work to b e done and jourpose of building I by floors ).. Remove the e x i s t i n g roof replace with white shingle tile roo ing on sIopeO arap. and 4 "p y ' 'p'h'ait & gi - ± --on flat section, .. and for 00 other purpose. New Building Remodeling Addition Repairs X To be constructed of Kind of foundation Estimated Total cost of improvements $ 2 y 10 0 p 0 0 Ainount of Permit Zone cubage required ...___ -Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966 Compiled General Laws of Florida, Pt , and has complied with the provisions thereof, and will require similar compliance from all contractors or -sub- contractors employe • 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 fc notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be rider this permit, as are licensed by Miami Shores Village. Remark Roof Covering 6,00 (Signed) ger- Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit 3 • _.___ Date Read, Sworn to and Subscribed before rue. Disapproved _ - -__._ _ __ Date..___.._..___._. _ ._.. (Signed) ..._ ............. Building Inspector My Commission Expires. PLANNING BOARD -- - - - -_ _ _._._...DATE Chairman Member- .............._...._ ...__- Member , ,._... ... Council Approved Date Disapproved Notary Public, State of Florida __.. ..._...._ Member _ Member Member .:_ ....�._......_. --... ._.. _ NOTE: A charge of $1,00 will be made for making corrections or changes to this application after approval has the Planning Board. A re-inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for materials and /or workmanship. No. of Stories 10 one well known, Date been obtained from insgreetion a2 faulty APPLICATION FO : UILDING 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 iuilding 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 N �yf No Q.__. Street—e Registered Architect and /or Engineer A,teA/ /.1/ . e (J( �4- D 1 /,, ,;,,,,,,,,,,,,,,, Name and address of licensed contractor.. A.- - 5 L .:27,4/e/ ...P���IJ.� °^ Location and legal description of lot to be built on: Lot 6 M of 7 Block Subdivision_ Street and Number where work is to be done . ,1- .Q._..lV.. _5 State work o bg done and purpose of building (by floors).../ 5 &7.J .a h..! G_/.U !1�r ..._._.._.._._ and for no other purpose. New Building Remodeling Addition ><, Repairs No. of Stories / / To be constructed of Kind of foundation Roof Covering ...�./�� Estimated Total cost of improvements $ "/46: 6 , Amount of Permit $i Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor Disapproved '7 Date. (Signed) Building Inspector SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date..._...__. I hereby submit all the J plans � and specifications for said building. All notices with reference to the building and its construction may be sent to../ "1� t4/F ....../31. ,7 � .2)yXl //WI/ . /ail / T / The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida \\orkmen'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 perfo ed under this pennit, as are licensed by Miami Shores Village. Remarks .____.__ (Signed) • STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being b 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 stet yd / ark tru Permit No._____ j Date V' � ( Read, Sworn to and Subscribed before me. Notary Public, State of Florida My ommission Expires PLANNI G BOARD _.._ DATE Chairmnan Member Member Member Member ...... _..._._..__..__...._.._._._ Member Council Apjlroved 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 ar faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of . Building Architect Contractor or Builder ` • MIAMI SHORES VILLAGE. FLORIDA ❑ DATE ¢ 195 ❑ PERMIT N° 6545 Contractor's License No. ❑ �% Work to be performed under this Permit Legal Lot Description — Bl Address of tf n) (; Building 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 ordi ones and regulations pertaining to the work covered hereby whether shown on the plans or drawings c os n the statem ?its or specifications and that he assumes sponsibility for work done by his agents, servants or employees. ,` / ; 7% , , BY • INSPECTOR Signed. Value of Project $ In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance Hance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specification`s submitted the prop authorities of Miami Shores Village. In ac• cepting this permit I assume responsibility for all work done by either, myself agent, servant or employee. • y Subdi- vision Amount of Permit $ CONTRACTOR OR BUILDER BY " +- y AUTHORITY Owner's Name and Addres IJ Registered Architect and /or Engineer 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. Name and address of licensed contractor C'c- rJ c - __ L o I Location and legal description of lot to be built on: Lot Block Subdivision C Street and Number where work is to be done ��v Id- a J t State work to be done and purpose of building (by floors) ° �' r Ave i 7( c 'J Council Approved Date._._ ? � 9 `t No Oro Street W and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation iof�C�a eeng 00 Estimated Total cost of improvements $ 60 Amount of Permit $ Zone cubage required. plan Cubage Distance to next nearest building__.. Size of Building Lot Maximum live load to be borne by each floor _ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent 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 Remarkspermit, as are licensed by Miami Shores Village. - -- - - - _. (Signed) �/2�d?!Ly -_!L� 75■16 STATE OF FLORIDA, COUNTY OF DADE. ss • Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared PLANNING BOARD DATE Chairman Member Member Member Member Member 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 . Permit No 31-4") Date ?--(4 67 Read, Sworn to and Subscribed before me. Disapproved Date__ ( Signed) 45)/Z- (" - ( -' Notary Public, State of Florida Building Inspector My Commission Expires _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. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date I -2/- 4 y Job Address 5 I E 14 677 Legal Description Q��,, Owner/Lessee / Tenant 't "" 04 4/07 Pte/ owner's Address 550 E- q a s7 Contracting Co. P' € 67b eQ , Fi 1(6. `'Q 4? Qualifier mm W'IN'O State # cC a 0S(Se / Municipal # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ' OOFING AVING FENCE SIGN IC./ WORK DESCRIPTION 404 iAl‘ : 00/04.1.. l' DAI /4f7 / ; /- 90 ; dovm.e4, Us (6( ,g, eu _ 0. *t e - 7 A-ffirer i --- 7 c : _ i P7 ra Foam SeT Square Ft. 35 Ca i2 Th g b • Estimated Cost (value) 16 / sal) 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 th. .11 work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named jctor to , e work stated. Signature of owner and/or C Ngfary as to Owner and/or/ ondo y Commission Expires. ovY Pet MARIA RODRIGUEZ R 1 ;1 6 COMMISSION # CC 518688 `51 T1 1 .c EXPIRES DEC 17, 1999 . BONDED THRU OF F\ ATLANTIC BONDING CO.. INC FEES: PERMIT APPROVED: Zoning Mechanical dog / RADON sident Date Building / -2 f- �/ 9 C.C.F. Phone ''.T' �8J •f Competency # .7 74 Ins. Co. F" " r4 " Signa 9 NOTARY Not as to Contractor or 0 My Commission Expires: 4.5+Y PG MARIA RODRIGUEZ ,■, � � COMMISSION # CC 518888 . EXPIRES DEC 17, 1989 ��•�� OF F\ ATLANTIC BONDING CO„ INC. BONDED THRU Electrical r- Builder Date Date BOND 3OO TOTAL DUE 1 1/7 ... Plumbing Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 99RO5 142-4 1999 JAN 29 11:23 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. A 1. Legal description of property and street address: 550 a q4 t4 *rfrt i 540•2a. - 2. Description of improvement: ' I Q , 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 0?( ioGey 5 4e cit 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different dat = is specified) Signature of Owner 4.42.Ct../ / Print Owners Name 1 ? " I 1 Sworn to and subscribed beto fe me this c day of / P0 ADOLFO B. ZUNINO Notary Public 4 .i► • EXPIRES JUL 27, 1999 Print Notary's Name . :•. * ED THRU OF F\-' ATLANTIC BONDING CO., INC. My Commission Expires: STATE OF FLORIDA, COUNTY OF DADE o f Oho U HEREBY CERTIFY Thai this is a 9ru0 da 04 origins -'lod in this office on ' A 0 1 Of %iciol Secl. ou I' t ),- of,ir NESS my hand c H ARVEY R B y , 19. lyl / / .7 g5, k- . 70/0 L/ o3►q 471 . a 9 L 33 T Prepared by: /•120477 "LC) Address: /0/0 4/4 ' r 6e?..1c CZ.- 123.01.52 7188 4 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: ? e,, f O ge 4l9 Job Address: 5.50 4& 1111 ST. /(Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) ROOF CATEGORY ❑ (Nail -On Tile) rehesive Set Tile) ❑. ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE El New Roof Ltd Re rooting ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 2 gg Sloped Roof Area (ft 3•2. 91 Total (ft2) 054? Master Permit No. Exposure category (per ASCE 7 -88): G Building Classification category (per ASCE 7 -88 table 1): 10 Ft. Ft. u /a OVA Deck type: " 1 kiu 6/ » ' Fastener Type: ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) cat WaC — .rtfrtd ATTACHMENT /OA SPACING 44 % (0 4 0. t:. l/ Field: /a _ Perimeter: ‘7 Corner: 2 4/fi s DETAIL 1 & 2 3r « *r. - -- - -f1- r ROOF PLAN 30414 CeAt ape 123.01 -78 9/96 24xIL. zg 5 /P Page-1 ` x t o 40 131 33; 429 g t �X7 a t ?fi x31 u,/3 xS 11 )(4 ., 171 13,(1 1 t 3'x1g 4"» i of Appendix "E" UNWORM ROOFING PERMIT APPLICATION PROCESS No. Rid•eVe il'ion? MEAN HEIGHT r Deck type: Underlayment: Insulation: D E T A I L 3 IT ROOF SLOPE SLOPED SYSTEM DESCRIPTION -224 Fastener type & spacing: Cap Sheet: h ells i.3 g "o.c. Roof Covering: go4sn4, .b -2 sI9 Drip edge: 6-4 • aei &es 4- fiekseo-v ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TEL]E / CALCULATIONS (Pmax1:72. 3 x X (Aerodynamic Multiplier): 0. / ) - M C. • f' ® = M 4 72 PCA: t.'70 o (Pmax2: 109 3 x a, (Aerodynamic Multiplier): 0. /' ) - M g :$74 :$. = M g .47 PCA: 1/ t. ?0 (Pmax3: /SDI, X ? (Aerodynamic Multiplier): 0.I t ) - M S 1 O = M ®, P7 PCA: �� e.90, Page -2 S 01!11'90 HON 15:29 FAX 305 3726330 MIA January 11, 1999 Mr. Dave Synder Pionoex Concrete Tile 1340 SW 34 Ave. Deerfield Desch, FL 33442 Re, Nordic Plat Roof Tile; Renewal No. 95.0901,05 Palma Roof Tile; Renewal No. 98 0901,06 Hacienda Roof Tile; Renewal No. 98-0901,0'1 Dear Mt. Synder; This is to Inform you that the Notices of proposed Action for the above referenced products under said renewal numbers, have been issued and sent to the }3uilding Code and Product Review Cotrunittee for their Fuel review oil Janu g, 1999. We expect that their review will be cumplcted within 1p days, at which time the Notioe of Acceptance (NOA) will be issued. Ry means of this letter we are extending the expiration of the below listed NC)A from the original of January 16, 1994 end February 6, 1949 expiration dates to 1 26, 1999 to cover the eonuniftee$ final review time. Please attach a enpy ot'tills letter to the existing NOA at time of porn-6101 95•- 1128.10 Nordic Flat Roof Tile (expires: 1/16/99) 95- 112511 Palema Roof Tile (expires; 1/16/99) 95- 1128.12 Hacienda Roof Tile (expires: 2/6/99) This letter expires February 26, 1999. We bops this addresses your concerns, should you require feel free to co,ltact this office. Sincerely, Raul Roi3riguee Product Control Supervisor ce Francisco.), Quintana, R. A, Dauber 140A file 'A INcl H33NOId T Zt T BCC) PRODUCT CONTROL ML&MI VAVE COUNTY, FLORIDA MET O -DADE FLAOr.ER HUtLDING la 002 BUI(.PING COnr. COMpLTANCE ()Mee MU—RQ.DA FLAG 1E4 $UIL 140 WEST FLACLER stun-, sum 1603 MIAMr, rt.txt,loA 33130.1543 (3OS) )7149 01 FAX 005) 975 -290e rRQOUCT CoNTtoL D5w (305)375 tv1 -2902 10 FAX (305) »2.6339 New Expiration Date February 26, 1999 New Expiration Date February 26, 1999 New Expiration Date February 26, 1999 a further information on this matter please 1:110,0170 /UPC4rr7ENrATUntiolloibetal.dno Talmud troll Address: postmaslertbulldfngsodeonlitte ,sort; 40 Rornepogsr http ; / /www.burldirircodeonliue.eom Rg77gi7t,t, C Th • ,n here ten .•■• 31 WV Zt.: o T 66-TO - Er3d f;tETRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Pioneer Concrete Tile 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 Your application for Product Approval of: Pioneer Nail -On, Mortar Set or Adhesive Set "9" Fiat" Roofing Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc., and T estwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific conditions set forth on pages 2 through 15 and the standard conditions set forth on page 16. The approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time for a jobsite or.manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval, if it is detennined by the Building Code Compliance Office that this product or material fails to rneet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 96- 0509.03 Renews No. 94- 1017.04 Expires: THIS IS TI1 Approved: 12/26/97 Internet'mail address: postmasters @buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2900 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -G339 aul RodrigtlEz Product Control Supervisor RSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions4ct forth above. Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.bulldingcodeontine.com Product Control No.: 96- 0509.03 Applicant: Pioneer Concrete Tile 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 ROOFING SYSTEM A.I'PROVAL Category: Prepared Roofing Sub - Category: Flat Profile Tile Vie: Nail on/Mortar Set/Adhesive Set Sub -Type: Concrete System Description Pioneer Concrete Tile is a domestic manufacturer of concrete roof tile with manufacturing facilities stretching from the West Coast to the Southeast. All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. This Product Control Approval relates to Pioneer's "9" Flat" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. Pioneer tile is fabricated with a wide ridged and grooved sidelap providing a water channel at vertical joints. The ridged sidelaps provide a self - aligning function, creating a uniform appearance. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories are also available to make up a complete tile system. Pioneer's "9" Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set and adhesive set tile applications. The minimum roof slope for Pioneer's "9" Flat" nail -on, mortar set or adhesive set tiles shall be 2 ":12 ". See the "Profile Drawing" section in this Approval for the "9" Flat" profile drawing. The Pioneer "9" Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Contact: Pioneer Concrete Tile Technical Services Dept. 1340 Southwest 34th Avenue Deerfield Beach, FL 33442 (800) 624 -4152 2 Product Control No.: 96- 0509.03 Approval Date: December 26, 1997 Expiration Date: January 16, 1999 Frank Zuloaga, Roofing, Product Control Examiner Product Control No.: 96- 0509.03 Product Pioneer 9" Flat Tile Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Tcst Product Dimensions Specifications Description 1= 16" PA 112 Flat, extruded concrete roof tile w = 9" equipped with two nail holes. For % " thick direct deck or battened nail -on, mortar or adhesive set applications. 1= varies w = varies varying thickness PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 3 Frank Zuloaga, Roofing, Product Control Examiner Product 1143 Coated Base Sheet Mineral Surface Ca Sheet Lenzingtex -ZB 140 Underlayment Rainproof 11 Ice and Water Shield Mopping Asphalt Flashing Cement • TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A 59" x 164' roll 22 Ibs/roll 30" x 75' roll 36" x 75' roll or 60 "x75'roll 36" x 75' roll N/A N/A Test Specifications ASTM D 226 type II ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type 111 or IV ASTM D 4586 4 Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment. Single ply, nail -on underlayment with 2" self - adhering top edge. Self - adhering underlayment for use as a top ply in a two ply underlayment system with Approved 1130 or 1143 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement , for repair and flashing applications. Product Control No.: 96 -0509.03 Manufacturer generic generic generic Lenzing Performance, Inc. with current PCA Protect -O -Wrap, Inc. with current PCA W.R. Grace Co. with current PCA generic generic Frank Zuloaga, Roofing, Product Control Examiner Product Control No.: 96- 0509.03 Product Asphalt Primer N/A ASTM D 41 Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Rooting Nails Wood Battens Tile Nails Tile Screws Dimensions ruin. 12 ga. with V," Bead min. 32 ga. min. l' /," o.d. max. 2" o.d. vertical Wood Preservers Salt pressure treated min. I" x 4" Institute LP - 2 or decay resistant lumber battens horizontal min. I" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2Y :" or min. IOd x 3" 118x2% "long 0.335" head dia. 0.131" shank dia. 0.175" screw thread diameter Test Product Specifications Description PA 114 Appendix E PA 114 Appendix E PA 114 Appendix E PA 114 Appendix E Annular ring shank, hot dipped, clectro or mechanically gals. roofing nails for use in underlaymcnt attachment. Corrosion resistant circular disc for use in underlaymcnt attachment Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Manufacturer generic generic gcncric generic generic generic Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTiter^' ") designed for mortar Company, Inc. set roof tile with current PCA applications. Roof Tile Mortar N/A PA 123 Prepared mortar mix Quikrcte Construction ( "Quikrete6.t Roof designed for mortar , Products Tile Mortar 11 1 140 ") set roof tile with current PCA applications. 5 Frank Zuloato, Roofing, Product Control Examiner Product Dimensions Roof Tile Mortar N/A PA 123 Prepared mortar mix ("BONSAL,® Roof designed for mortar Tile Mortar Mix ") set roof tile applications. Roof Tile Adhesive (Polypro® A11160) 1(urricane Clip & Fasteners Drip Edge Valley Flashing Tcst Product Specifications Description N/A PA 110 Adhesive designed Polyfoam Products, for use in tuof tile Inc. applications. with current PCA Clips PA 114 Corrosion resistant min. 1 /2" width Appendix E bronze, aluminum, min. 0.060" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min. 8d x I'A" clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail - on eave tiles. 6 Product Control No.: 96- 0509.03 Manufacturer W.R. Bonsai Co. with current PCA generic ruin. 26 ga. ASTM A 525 Galvanized steel generic min. 16" width valley flashing min. 26 ga. PA 1 1 I Galvanized steel drip generic rain. 2" face flange edge min. 2" deck flange Frank Zuloaga, Roofinu, Product Control Examiner Test Age yie Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. & Consultants, Inc. a TEST REPORTS Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III The Center for Applied 94 -060A Engineering, Inc. 94 -084 Static Uplift Testing May 1994 , PA 101 (Mortar Set) Rcdland Technologies 7161 -03 Wind Tunnel Testing Appendix 11 PA 108 (Nail -On) Rcdland Technologies Letter Dated Aug. I, 1994 Wind Tunnel Testing PA 108 (Nail -On) Rcdland Technologies P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Rcdland Technologies PO402 Withdrawal Resistance Testing of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Engineering, Inc. Test #MDC -77 PA 100 Testwell Craig Laboratories YQ -12 Physical Properties 7 Product Control No.: 96.0509.03 Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 Static Uplift Testing Dec. 1991 PA IO2(A) Static Uplift Testing PA 101 (Adhesive Set) PA 112 March, 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Frank Zu loaga, Roofing, Product Control Examiner SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 1° / or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Product Control No.: 960509.03 Slope Range: 2 ":12" to 7 ":I2" Note: System D is only acceptable in this slope range. For slopes in excess of 7 " :12 ", refer to System C. Underlaymcnt: Roofing Tile: Comments: • Install underlayntent system in compliance with Dade County Application Standard PA 120. (See System Limitation 115.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, ' / plywood is an acceptable substrate. 11 Frank Zuloaga, Roofing, Product Control Examiner 2. • • • • • SYSTEM LIMITATIONS Product Control No.: 96- 0509.03 1. The standard minimum roof pitch for Pioneer's "9" Flat ", flat profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Pioneer "9" Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or I'A 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's narne or logo for identification in the field. The identifiable mark for the "9" Flat ", flat profile tile shall be the word "Pioneer" on the back side of the tile. 7. Applications for roofing permits shall include a completed Section II of the Uniforms Building Permit, a copy of Pioneer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. "Ilre applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 9. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida fuilding Code. 12 Frank Zuloaga, Roofing, Product Control Examiner Tile Profile X (ft') Batten Application A (ft') Direct Deck Application Pioneer 9" Flat Tile 0.13 0.14 Pioneer 9" Flat Battens 4.90 7.40 5.40 9.10 24.20 34.80 22.10 32.20 Table 2: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profiles 3 ":12" 4 ":12" 5 ":12" 6 " :12" 7 ":12" or greater Batten s Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Pioneer 9" Flat 5.05 5.40 4.97 5.31 4.87 5.20 4.75 5.07 4.39 N/A Tile Profile Pioneer 9" Flat DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multipliers - (ft') Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nail -On Systems Tile Approved Approved Approved Approved Application Nails Screws' Field Clip With: Eave Clip With: 1 nail 2 nails 1 screw 2 1 nail 2 nails 1 nail 2 nails screws Direct Deck 9.80 18.80 25.30 41.30 24.30 35.50 19.00 31.90 I Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment - M, (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Mortar Set Adhesive Set 13 Product Control No.: 96- 0509.03 Attachment Resistance 39.00 118.90 Frank Zuloaga, Roofing, Product Control Examiner PROFILE DRAWINGS PIONEER 9" FLAT TILE 14 Product Control No.: 96- 0509.03 Frank Zuloaga, Roofing, Product Control Examiner Product Control No.: 96.0509.03 • -0.07 PROFILE DRAWINGS (CONTINUED) 4- 23 02C. APPROVED SCREW FOR SCREW DATA IN TABLE 3 15 Frank Zuloaga, Roofing, Product Control Examiner Product Control No.: 96.0509.03 Pioneer Concrete Tile ACCEPTANCE NO.: 96- 0509.03 1340 Southwest 34th Avenue APPROVED : December 16 1997 Deerfield Beach, FL 33442 EXPIRES : January 16, 1999 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I. 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, arc no older than eight (8) years. 2. Airy and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered If: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or tnanufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Upsatisfactory 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 Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I through 16. END OF THIS ACCEI'TANCE 16 Frank Zuloaga, Roofing, Product Control Examiner PRODUCT CONTROL NOTICE OF ACCEPTANCE CAF I1'Ialcria1s Corporation 1361 Alps Road Wayne, N.I 07470 1'uur application liar Product Approval of: • (A linberaidQirAlur /iJeIIlimmen Roof .Srslemsjar Wand Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: 1)I1rmb•eh Engineering, Inc., Factory Illuma1 Researcl, Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set lord, oil pages 2 -60 and the standard conditions on page 61. 'I his approval shall not he valid after the expiration date slated below. The Building Code Compliance Office reserves the right to secure this produce or material at any lime from a jobsite or manufacturer's plant for quality control testing. If this produce or material fails to perform in the approved manner, the Building Code Compliance Office may revoke. modify, or suspend the use of such product or material immediately. the Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails lo meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. 'the expense of such testing %vile be incurred by the manufacturer. Acceptance No.: 97-11804,14 Revises Nu.: 95- 1003.03 Expires: 11/06/00 / � Raul Rodriguez Product Control Supervisor TIII5 IS THE CO\LRSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS • BUILDING CODE COAIMITI'EE This application for.I'r Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Flr►rid:r under the conditions set Iullll abvVC• % t,2' /i !. , el art. Approved: 11/06/97 Charles Daugek, P.E. Director ' Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF I%`laterials Corporalion 1361 Alps Road Wayne, 14.1 07 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Rooting System Sub Category: Built-up Roofing Type: lvlodilled Bitumen Sub -type: API' and SI3S Coiitact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2of61 Product Control No.: Product Control No: 97 0804.1 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both AI'I' and SIDS products in smooth, granule and fire rated versions. lir addition. GAF offers two ply modified systems to meet the specification requirements for nrultilayer SIDS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non- insulated substrates, copies of %which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and . . Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Labo ratories. GAF modified bitumen membranes have been tested in compliance wwilh AS I\1 U 5147 test requirements. 97- 0804.14 Frank Zuluaga, Itoofing Product Control Examiner I.lasalt Wool I'crlite 1'olyisocyanurate Composite 130ard V■rood Fiberboard Iligli Density Wood Fiberboard Itockwool r. Insulation Types: Maximum Design I'ressure Material Design Pressure Wood - 751rsf Maximum File Classification IVIatcrial Classification Class 'A' Wood Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. A Page 3 of 61 Product Control No: 97- t1804.I'I _ ____ Frank Zuloaga, Roofing Product Control Examiner r. Produc GAP Asphalt Concrete Printer GAF Sin eIdlu Granules (;AF'Vca1IiciCoat® Emulsion GAIL Premium Tibcrcd Aluminum Roof Coaling GAF Jclblak All Weather Plastic Cement GATGLAS 1175® GAFGI.AS 1180 Ultinmarn' Base Sheet GATGLAS I'Iy 60 GATC ;LAS Ilex 6 C;ATGLAS I'ly 4® GAFGLAS® Mineral Surfaced Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 5, 55 gallons 60 Ib. hags 5 gallons I, 5 gallons I, 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. (toll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 II). roll 5 sq. roll 76 Ib. roll Test Specification ASTM 1) 1863 AS11\'l 1227 ASTM D 3019 ASTM 1) 3409 Page 4 of 61 Product Control No: 97- 0804.14 Product Description AS I'M U 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed aphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibercd aluminum coating. Refined asphalt blended \yid' a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM 1) 4601 Asphalt impregnated and coated glass neat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt witII asphalt coating. ASTM D 2178 Type VI asphalt iinpregnaled glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with.ntirteral granules. ■ �,„./ � ( Fraiik Zuloaga, Roofing Product Control Examiner ItU13GROlDrlu Modified Bitumen Adhesive GA FG LAW) STRATA VIENIO Perforated GAFGLAS(go Flashing GAFGLASO STRATA VENT Nailablc RUI3EROI1) (ludilicd Base Sheet GA F'F 31v1 P i) Isotherm It 'tapered GM: TEMPO Isotherm R GATT MI' Isotherm RA Fapered GAFTI :f\41' Isotherm RA GAFTENIP Isotherm RN . . Tapered GAF I EMI' Isotherm RN GAFTEMpllu Composite Test Dimensions Specification 5 gallons 60 lb. roll Various 69 lb. roll 3 sq. roll 67 lbs. ASTM D 4897 D 3672 ASTM D 489 D 3672 various I'A 110 various I'A 110 vat ions • I'A 1 10 various PA 110 various I'A 110 various I'A 1 1 0 various I'A 110 ASTM D 3019 Fiber reinforced, rubberized Adhesive "type III Page 5 of 61 Product Control No: 97- 0804.14 Product Description Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating xvith factory perforations. Asphalt coated glass fiber Aral flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side Nvith mineral granules embedded in asphaltic coaling. ASTM D460I, Premium glass fiber reinforced Sl3S- Type II, UL Type modified base street G2 BUR Polyisocyanurate foam insulation. Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation will) high densi perlitc insul:►�ot��= '} _ - -- T'r Zuloaea, Rooting Product Control Examiner Product 'faltered GAFTEMP® Composite GA HEM l (k' Composite A GA FTEIVI I'(Iu Composite N Tapered GA I:I1.f\ i 1'00 Composite 14 GAF1 Iii)gr 1112 Standard Roofing Fastener GAF II 14i1iii1114 1 leavy Duty Rooting Fastener GAFTITE ASAI' I'►ocluct Control No: 97 Test -Product Dimensions Specification f)escrip1iun var ious I'A 110 'tapered Polyisocyanuratc foam insulation with high density fiberboard or Pcrnralite perlitc insulation. \'ariOlIS various I'A 110 PA 110 I'olyisocyanuratc foam insulation with high density fiberboard or I'errnalitc perlile insulation. Tapered GAFT1:1\91'JU various I'A 110 TaJScred 1'olyisocyanurate foam Composite A insulation with high density fiberboard or Pennalite perlite insulation. various I'A 110 I'olyisocyanuratc foam insulation with high density fiberboard or Permalite perlile insulation. Tapered I'olyisocyanuratc foam insulation with high density fiberboard or Perrnalile perlile insulation. GMAT:J'AI'Iu various PA 110 Fiberboard insulation. f i bet boat d GAFTEI\-ll'O various I'A 110 I'crlitc insulation board. I'crnrali1e OAF TEMP Recover 1/2" thick I'A 110 I'erlile recover board Board GAFTEMI'O various I'A 110 High density wood fiberboard lliglr Density insulation. Fiberboard PA 114 Insulation fastener for steel and plywood decks. I'A 114 Insulation fastener for steel, wood and concrete decks. Page 6o161 I'A 114 Pre-assembled GAFTITE Fasteners and metal and F r a n k • — • - - - - Roofing Product Control Examiner Test Product Product Dimensions Specification Description GAFTI FE4u Base I'A 1 14 Base sheet fastening assembly. Sheet Fastener and Plate Cialvalrrruc Plates 3" and 3 ''/7" 1'A 114 Round galvalume stress plates. N'I II Fasteners I'A 114 Fastener for use in gypsum, tccturn and lightweight insulating concrete decks. . Polypropylene Plates 3" and 3 '/" PA 1 14 Round polypropylene stress plates. Ruberoid® 20 1.5 sq. roll ASTNI D 5147 SI3S modified asphalt base street and interply sheet reinforce with a glass fiber mat. Itulrctoid(k' Mop 1 sq. roll ASTM D 5147 Non -woven polyester prat coated %vitt' Granule 103 lbs. polymer modified asphalt and surfaced with mineral granules. RUJIEROI1) MOP 1 sq. roll ASTM D 5147 Non -woven polyester prat coated with Smooth 87 lbs. polymer modified asphalt and smooth surfaced. RUI3EROID MOP 1 sq. roll ASTM D 5147 Non -woven polyster mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced with mineral granules. RIJI3I3ROIl) MOP 170Flt RUBEROID P'IOI' FR Product CunUol No: 97 1 sq. roll ASTM D 5147 Non -Woven polyester prat coated with 103 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. 1 sq. roll ASTM 1) 5147 Non -Woven polyester prat coated witl► 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBIiROID'I ORCI1 1 sq. roll AS IM D 5147 I leavy duty, polyester reinforced, Smooth . 87 lbs. asphalt modified bitumen membrane, smooth surface. RUBEROID'IORCI I 1 sq. roll ASTM 1) 5147 I leavy duty, polyester reinforced, Granule 102 lbs. asphalt modified bitumen membrane, granule surface._ r , / r j . -. I'age 7 of 61 Frank 7uloaea. Rooling Product Cuntrol Examiner v. Pr RUIIEROID 'I ORCI 1 PLUS 'A sq. roll 93 lbs. Itli1.31 ItOI1) TORCH 'A sq. roll FR 911 lbs. RUIIEROID 30 ItUIIEKOIU 30 FIL Vent Stacks (metal and plastic) GAF Aluminum I;nnrlsiun RU13EROIDO 109. Roll UL I RACLAD® SITS 101 lbs. GAF IUuilt -Up Rooting Asphalt ItUIJEROID MOD Asphalt 1' Test Dimensions Specification I sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons GAF Aluminum Roof 5 gallons Paint RULJEROID MO1) 60 lb. kegs Asphalt RUIIL:Itt:J11) MUD 60 lb. kegs, Asphalt L 60 Ib. kegs IV ASTM U 5147 ASTM 1) 5147 Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. ASTM U 5147 ASTM D 5147 I'A I00(A) ASTM L) 1929 ASTM D 635 ASTM 1) 5147 ASTM 1)2824, 'type I ('age 8 of 6 I 1 till ul.i <.VTTTTITT - T'iU. Product Description I leavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Non •Tvoven fiberglass prat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass prat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in rectal or plastic. None Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminium, copper or stainless steel foil. Non- frbered. aluminum pigmented, asphalt roof coaling 100 lb. carbons, ASTM D312, Intcrply mopping and surfacing asphalt bulk 'Types I, II, III and SEIJS modified asphalt SEIIS modified asphalt SEAS modified asphalt Frank Zuloaga, -- -- Roofing I'roduct Control Examiner P rod u ct GA F I P Tapered Isotherm R CiAFTEIVll' Tapercd Isotherm RA GA 11 l' 'Taper ed Isotherm RN • CiAFTEN -1I' GA FCANTIM GAFi 1v11' GAFEDGLrr Tapered Edge Strip CGA1 I' E R M A L.I I Lag Tapered hoot Insulation GAFTEt'1I' Recover Board Shingle- 1\Iate'nr Under laymen( GAFTITE® ASAP RU13ER011)13. Modified 13ilunrcn Adhesive VariouS Val ions Various V al 1 0(15 Various 1/2" thick, Various sIZCS 4 sq. roll 30 lbs. Test Dimensions Specification Various PA 110 Tapered polyisocyauuratc foam 500 per box I'A 110 'Tapered polyisocyanurale foam I'age9of61 Tapered polyisocyanurale foam Cut perlite board Tapered perlite board I'A 110 Tapered perlite board 1'A 110 I'crlite board Fiberglass reinforced shingle underlayment I'A 114 I'rc assembled fastener and metal and plastic plates 5 gallons ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 111 Product Control No: 97- 08(14.14 'Product Description % y .1 1 - Franl2uloaga; - - - -- "' " doling Product Control Examiner Pyrox ACFoanl 1 P ALI'oau1I 11 1Iy- Therm Nail -line 1 lv- I helm SP 1Iy- T her ni AI' 1 Iy- I bons Stable 1( I Iv -i berm While Line Anchor bond Fastener Deklast Fasteners //14 is Dekfast llcx Plate 'l'1tAl)I, NAMES OF PRODUCTS MANUFACTURED BY OTttcitS Test Dirlrcrlsioits Specification variutIS various various various various various various Valr loos 2 7/8" x 3 1/4" Product Description I'A 110 I'olyisocyanuratc foam insulation I'A 110 I'olyisocyanurate foam insulation I'A 110 I'olyisocyanurale foam insulation I'A 110 I'olyisocyanuralc foam insulation I'A 110 I'olyisocyanuratc foam insulation. I'A 110 Polyisoeyanuratc foam insulation I'A 110 I'olyisocyanuratc foam insulation PA 110 I'olyisocyanuralc foam insulation I'A 114 Insulation fastening assembly I'A 114 Insulation fastener for steel and concrete decks I'A 114 Galvalume hex stress plate. Page 10of61 • Manufacturer Apache Products Co. (with current I'CA) Atlas Energy Products (with current 1'CA) Atlas Energy Products (with current I'CA) Celotcx Corp. (with current I'CA) Celotex Corp. (with current I'CA) Celotex Corp. (with current 1'CA) Celotex Corp. (with current 1'CA) Celotex Corp. (with current I'CA) Celotex Corp. (wills current I'CA) Construction Fasteners Inc. (with current I'CA) Construction Fasteners Inc.. '(wills current I'CA) 1•iank Zuluaga, Rooting Product Control Examiner Test I'rorluct Dimensions Specification Uckfast Luck Plate 3" x 3 1/4" I)ekfast Fasteners 1/15 Ucklast Fasteners 1112 I'A 114 Polypropylene locking plate. I'A 11 Insulation fasteners for concrete decks I'A 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current I'CA) ISO 95+ Composite I'A 1 10 I'olyisocyanurale / polite Firestone ridged insulation (with current I'CA) Asphalt ASTM U 312 Type III or IV Hot asphlal generic bitunlin adhesive Asphalt ('rimer ASTM U 41 Asphalt Printer generic EI'S various I'A 110 Extruded polystyrene generic insulation I Iigh Density Wood various I'A 110 Wood fiber insulation board generic Fiberboard Petite /Urethane various I'A 110 I'erlite / urethane composite generic Composite . board insulation Per lite Insulation various I'A 110 I'erlite insulation board generic Polyethylene 4 rail min. Vapor barrier / Air barrier generic Red Rosip A various Rosin paper for barrier generic layer on wood decks Roofing Nails , Minimum II I'A 114 Corrosion resistant annular generic 12 ring shank nails Page 11 of 61 Product Description Fran�Zuloag�' _ / Roofing Product Control Examiner Product Control No: 97 0804.14 Manufacturer Construction Fasteners Inc. (with current I'CA) Construction Fasteners Inc. (with current I'CA) Product De -D var io Standard Plastic ('late ISO 951• various Ii'NRG'Y - 2 Tes Dimens Sp Min. 32 ga. x 1'/ " a SIB aluminum roof I'A 121 coating 3" round PA 114 various I'A 110 Product Description Aluminum roof coating Grundy Industries (with current I'CA) Product Control No: 97.0804.14 Manufacturer Corrosion resistant circular generic discs. I'A 110 Gypsum insulation board. Georgia Pacific (with current I'CA) 1112 Itoofgrip I'A 114 Insulation fastener for steel IPA' Buildcx or wood decks (with current I'CA) 1114 Itoolgrip I'A 11 Insulation fastener steel, ITVV I3uildex wood or concrete decks (with current I'CA) Gr1pdck Fastener I'A 1 14 Insulation fastener (with current PCA) ITW I3uildex I Iexccl Fastener I'A 114 Insulation fastener ITW I3uildex (with current I'CA) I (extra I'A 114 Insulation fastener and I'1\V I3uildex metal or plastic plate (with current I'CA) I'olyolefin plastic plate ITW I3uildex (with current PCA) I'A 110 Polyisocyanurate foam International insulation Perma1ite (with current I'CA) I'olyisocyanuratc foam NRG Barriers. Inc. insulation (with current I'CA) ISORoc , various I'A 110 I'olyisocyanurate foam / NItG Barriers. Inc. •-. rockwool composite (with current I'CA) insulation Page 12 of 61 Frank Zuloaga, (tooling Product Control Examiner Test Product Dimensions Specification Olympic Standard Olympic Fastener // 14 Olympic Polypropylene Olympic Fastener 1/12 Olympic Fastener ASAP GlasF:rst Fastener I'A 114 I'aroc Base Chard various • 3" round I'A 114 2 5" round I'A 1 14 Product Description 3" round galvalume Olympic AZ55 steel plate Manufacturing Group, Inc. (with current I'CA) PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current I'CA) Polypropylene Olympic plastic plate Manufacturing Group, Inc. (with current I'CA) I'A 114 Insulation fastener I'A 114 Pre-assembled Insulation fastener and plate Olympic Clt Vase I'A 114 Insulation fastener Olympic Fell Fastener and assembly for Base Street Manufacturing Base Sheet L)isc fastening only Group, Inc. (with current I'CA) I'A 110 Rockwool insulation I'aroc Cap Board various 1'A 1 10 Rockwool insulation I'artek, Inc. (with current I'CA) Page 13 of • Product Control No: 97 0804.14 I11:tnufacturcr Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current I'CA) Insulation fastener Owens- Corning assembly with recessed Fiberglas Corp. plastic plate (with current I'CA) I'artek, Inc. (with current I'CA) �hronk Zu -_ ___ _ Roofing Product Control Examiner Test Product Dimensions Specification UhraGard _ various 1nsu1 -Fixx Fastener Insul -Fixx 1' 3" round Rawl Fasteners 1112_ Rawl fasteners 1114 Rawl 2" ('late Rawl 3" Plate Rawlitc 3" Plate 202IIS Super I'r1tr "II 'Fru -Fast UL 2" round 3" round I'A 114 3" round I'A 114 Product 1)escrip1iun PA 110 I'olyisocyanurate foam insulation Insulation fastener for steel SFS /Stadler and wood decks (with current I'CA) I'A 114 3" round polyethylene SFS /Stadler stress plate (with current I'CA) I'A 114 Insulation fastener for steel and wood decks I'A 114 Insulation fastener for use in steel, wood or concrete I'A 114 2" round galvalume AZ55 membrane plate I'A 114 3" round galvalume AZ55 steel plate 3" rowed galvalume AZ55 steel plate for use with Rawlite fasteners I'/1 121 Roof coating Page 14 of 61 Product Control No: 7 I\1anufac1urcr Schuller International Inc. " (with current I'CA) The Rawlplug Company Inc. (with current I'CA) The Rawlplue Company Inc. (with current I'CA) The Rawlplug Company Inc. (with current I'CA) The Rawlplug Company Inc. (with current I'CA) The Rawlplug Company Inc. (with current I'CA) I'A 121 Roof Thermo- Materials. Inc. (with current I'CA) Thermo- Materials. Inc. (with current PCA)• I'A 114 Insulation fastener for steel, Tru -Fast or wood �' (with t_urrent PC11) - Frank Zuloaga, Roofing Product Control Examiner Product Titi -bast Plastic Plate T111-Fast 1ul1' -3 Ir -Fast IIU Tr ti- Fast Ultra Tru -Fall 1)1' r u -Fast 'I I' I'A 1 14 Structodcck A AA 'Jest Dimensions Specification 3.04" round 1'A 114 3.23" round I'A 1 14 I'A 114 various I'A 114 Page 15 of 61 P roduc t Description Product Control No: 97- 0804.14 Manufacturer 3.04" round polyethylene Tru -Fast plastic plate (with current PCA) 3.23" round galvalunrc 'fru -Fast AZ50 steel plate (with current I'CA) Insulation fastener for use Tru - Fast in wood, stcel'or concrete (with current I'CA) decks Stainless Steel fastener for use in steel, wood and concrete decks PA 110 I Iigh density wood fiber .Tru -Fast (with current PCA) I'A 114 Insulation fastener for use Tru -Fast in steel or wood decks (with current I'CA) Insulation fastener for use l'ru -Fast in steel or wood decks (with current I'CA) Wood Fiber Industries (with current l'CA) rrank Zuloaga, Roofing Product Control Examiner TEST REPORTS • 'Pest Agency /Identifier Factory Mutual Research Corporation Dynatcch Engineering Cut potation Name Cullen( Insulation Attachment Requirements Factory Mutual Research \Vied Uplift J.I. O'f4A I.AM Corporation FMRC 4470 - PA 114 • Factory Mutual Research Wind Uplift J.I. I V8A4.AM Corporation FIVIRC 4470 - I'A 114 Factory Mutual Research Wind Uplift J.I. II0 A6.AM C:otporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.I. OT2Q4.AM Collimation FM RC 4470 - I'A 114 I'acloty Mutual Research Wind Uplift J.I. OQGA6.AM Corporation FMRC 4470 - I'A 1 14 Factory Mutual Research Wind Uplift J.I. 3X3A2.AM Corporation FM RC 4470 - I'A 114 Factory Mutual Research Wind Uplift J.I. 0Y9Q5.AM Corporation FM RC 4470 - PA 114 Factory Mutual Research \Vinci Uplift, FMRC J.I. 1139A8.AM Culp. 4470 - I'A 114 Factory Mutual Research Wind Uplift, FMRC J.I. 3D4Q2.AM Comp. 4470 - I'A 114 Trinity (Engineering Wind Uplift I'A 1 14 4483.04 97 -1 Underwriters Fire Resistance Laboratorip Inc. Classification U L -790 - PA 114 Wind Uplift I'A 114 R1306, 87NK 1 1819 1/3600.02.95 -1 /'age 16 of 61 Product Control No: 97- 0804.14 Report Dale FMRC 1996 01.01.96 02.02.95 08.26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 07.29.94 09.04.97 04.30.97 06.06.97 01.01.93 Frank Zuloaga, Roofing Product Control [•amino Test Agency/Identifier Dynalcch Engineering Corporation AA Page 17 of 61 Product Control No: 97-0804.14 Name Report Dale Wind Uplift 114482.02.95 -1 02.02.95 PA 114 'rank Luloaga, Roofing Product Product Control Examiner Membrane Type: SUS Deck Type l: Wood, Non - insulated New Construction or Reroof Deck Description: Base Sheet: Ply Sheet: t\1cn►branc: 10 / 12 " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. AFGLAS 1/80 Ultima'' Base Sheet, GAFGLASR' I'LY 4 ', GA •u _ ' _Y 60, GAFGLAS FlexPly' "' Base Shee(,GAFGLAS1 S IRATAVEN•I•Qi► Nailable, RUBEROID fvl Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 5 1 1 " till caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the (Optional Onc wo, or three dies GAFGLAS PLY 'l® 'AFGLASi I'LY 60 Ply or GAFGLAS Flex Ply 6 s reel adhcrcd in a lull mopping of approved asphalt applied %vithin the EVT range and at a rate of 20 -40 lbs. /sq.. ►r more plies of RUBEROID MOI' Smooth, Ituberoid® Mop 170 FR, Ruhcroid® Mop Gran re Plus Granule, Rubcroid® 30 or Rubcroid® 30 FR c Rubcroid® Mop FR • RUBEROID UltraCladrM SBS in adhered in a full mopping o approved asphalt applied within the E\'T ranee and at a ralc of 20 -40 Ibs. /sq.. Or. One or more plies of RUBEROID MOI' Smooth, RUBEROID(g Mop Granule, RUftLIZOIL)4v Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30. RUIILROID® 30 FR or RUBEItOID0 Mop FR or RUBEROID UIt SUS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. GAF(L,ASIW 1/75, Page 22 of 61 Product Control No: 97- 0804.14 Surfacing: (Optional, required if RUBEROID MOI' Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. • • 2. UAFC;LAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15 %. fvlaxirnurn Design Pfessurce e -45 psf (Sce,Gcneral Limitation 117) Maximum Dire Classification: 'A'. See General Limitation 112. Maximuin Slope: 2 ":1 "; See General Limitation f13. Specification No.: ,•/ (:--1-:1 Frank Zuloaga, Roofing Product Control Examiner Wood Deck System Limitations: I. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol I'A 105. If F' as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing lie withdrawal resistance value taken fioin Merto -Dade County Protocol PA 105 and calculations in compliance willr Mciro -Dade hoofing Application Stanaard PA 117. 2 All standard insulation panel sizes arc acceptable for mechanical attachment. When panels arc applied in hot asphalt, maximum panel size sIi JI be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Mininrunr Characteristic Force (F') of 275 Ilrf. as tested in compliance with Merto -Dade County Protocol PA 105 Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275-Ibf. insulation • attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS Flexl'ly 40 and Ply 60 when used as a mechanically fastened base or anchor sheet. 4. ''/ Type X gypsum boat d is acceptable to be installed directly over the wood deck.. 4 Page 57 of 61 Product Control No: 97- 0804.14 s Prank Zuloaga, Rooting l'roduct Control Examiner 7 GAF Materials Corporation ACCEPTANCE NO.: 97- 0814.14 1361 Alps Road APPROVED: November 6, 1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 NO'T'ICE 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 Fight (8) years. 2 Any and all approved products shalt be permanently, labeled with the manufacturer's name, city, state, and the following statement: 'T•tetro -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) 'I he product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the. requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any 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 put poses. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration dale may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 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 limes. 'The cbpics need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acce itince. _ 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner f r 171 OAr MAI MMAI conronnn !fellable Ilnck — Aral nase Sheol Slenp Asphalt ASIM Ilpe 11I or 7 m inEnUIU Membrane S1111s11a1e - Iy„ inch nlntn plywood, gypsum, structural wood fiber, lightweight insulating cuncrele. See "Lighlweigll Instlaling Concrete Decks," S page 10. lope • Up lu I inch pet loot Ion lighlweighl insulating cuncrele; up to 3 Inches per foot for olher decks. Materials GAF Maim la's Collimation Sleep (tooting Asphalt ASIM U -312 type III or IV Base Sheet 11UUE11O1D MOP (Smooth or Granule) ur MOP 170 FR Approximate Weigh, Per Square rolal 145 -155 lbs.' ' Plus weigh' of pour coal and gravel These seer:ilicatiens can be applied using I11JI113011 1 Modified llihnnrn Adhesive. References lo 1:0111 applied In StallatIons lequile Me specifit•,aliun designation to be followed by a "(CA)" lo Indicate Ilia! i1 is to be cold applied. UI. Approvals for cold applied conshuctions are pending. Contact GAF MC technical Seivices lor omen) status. Design and Application Consideialions dulailed hl 'his Manual shall apply in addition lu the following lecununendations and specilicalions. Appiicaiiun Ileconmm.nlalinns 1. Lay one ply of RUOEIIOID Modified Base Sheet of GAIGLAS '' /75 Base Sheet or one ply of S I UA IAVF:N r Nailable as moulted for nailabtn decks In the case of a fresh liyldweiuhl insidalino ronciele or gypsum deck, with a minimum 2 Inch side lap and not less Than 6 Inch end laps. Nail along side Tap of the base ply at Inleivals not to except) 9Inches and slauge' -nail down the Celle' of sheet in Iwo lows with nails spaced al 18 Inch Intervals In each row. See 'Nailing of Base Sheet' on page, 20. 2. Slailing at the low p ill of lIie roof, Tully embed one ply of RUBE1I0IU Membrane 1 1 1 a noii i 45 pounds per 100 square peel (plus or minus 20%) continuous coal of Sleep Hoofing Asphalt ASIM 0 -312 Type III or IV. Hie RUUF.I1011) menibiane must be positioned lu provide 4 inch side laps and 6 inch end laps. 3. For specification of NO -1 -1 -MSG, a sup lacing of an asphalt flood coat and (ravel is Iegniied.111e (loud coal must be GAF MG Sleep Routing Asphalt (ASIM 0312,1 ype III in IV). (duns tin enlite surface, apply 111e asphalt bi a uni- form coaling ul 60 pounds per 100 square feel. While I11e Asphalt is still hot, apply not Icss Man 400 pdunds of gravel or 300 pounds of slag per 100 square feel. 52 • IHUU MIU`r® Siieciticatiuii N- 1- 1 -MG' N -1 -1 -MSG and N- 1- 1 -MGM III111EI1OIU RI UL Classification UL Class Substrate Slope Speclllcallan A C 'G" N- 1- 1 -MGrR A NC 1" N- 1- 1 -MGrfl for mute extensive classifications, see page 6. Ill Clpail Key 1. Sobslrate C = Combustible and Noncombustible Centbuslible = Wood planks, boards, etc., plywood (min. " /,r Inch thick- ness), odelded strand board (min. 'h inch thickness). NC = Noncophbnsltble only Nuncotnbuslible = Sleet, pooled of pr ecasl sliuclurai cuncrele, Lightweight insulating cuncrele, gypsum, sbuclural wood fiberboard, elc. 2. Slope Maximum slope allowed, in inches per lout. Guarantees Available Specification RUOEIIUIU Llberly __RUBEROIU N- 1 -1 -MG, N -1 -1 -MSG 12, 10 12, 10 N- 1- 1 -MGFR 12, 10 12, 10 ROUE COVERING MAIERIALS (IEVI) R0011146 SYS I I.MS (161l1)-- Cunfinucrl foam: "Poly - led' or "Poly - Iso Special" with "I'olyfoann 251" or "d'olyfoam 3(13 ", 1 in. min. Rase Coat: One 01 two apptical.ions "Garullex 1111 - 1(1511 ", applied at 1 gal /srl /applicalb it or three applications, applied 1 -1 /4 gal /sq /application (16 -32 dry mils). Surfacing: "liacollex 11A -65" Series (various colors), applied 1 gal/5g (12 dry mils). 30. Deck: NC byline: 1/7 foam: "Poly !so" or "Poly -Is, Special" with "1'nlyfoam 251" or "Pulyfuam 31)1 ", 1 in. min. Rase Coat: flue or Iwo applications "Garoflex IIII- 1050 ", applied at 1 gal /sg /applical ion ur three applications, applied 1 -1 /4 gal /sg /applical ion (16 32 dry mils). Surfacing: "liacollex IIA•6O" Series (various colors), applied 1 gal /sq (15 dry roils). 31. Derk:IIC Mr lime: 7 foam: "Doty -Iso" or "fury -Iso Special" with "I'ulyfoarn 251" or "I'olyfoant 301 ", I in. olio. Base Coat: "Gar nSil 5.10011 ", applied al 1 pal /sq (111 dry milt). Surfacing: "Gacollex 5- 1000 ", applied al 1 pal /sir (10 thy arils). 32. Deck: IIC Incline: I foam: "I'ulyfoatu 251" or "rob/loam 303", any thickness. Surfacing: "liacollex the- Shield 1001 ", 60 dry arils. 33. Deck: NC Iuline: 2 -1/2 foam: "I'olyfoaul 215", any Iliii kness. Rase Coat: "liacollex A- 6211 ", I -1/2 pal /sq (14 dry mils). Surfacing: "liacollex A- 6200" series (various colors), 1 -1/2 gal /sg (14 �J�1_ntlls GAF MATERIALS CORP R13O6 (11) 1361 ALPS RD, WAYNE NJ O7'i70 "RIIREROII) 20" or "10111[110111 Modifier) f a.e Sheet" may be utilized as an a Tttr rtals to type 1;2 base sheers in ny'ul the following Classiliialions. 1/2 in. iltl— (own) —rydpst Maid or 1/4 in. thick (min) Georgia- Pacific "Dens-Deck''' overlayment board may be used in any existing noncombustible deck Classification. When Ibis is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. the joints in the gypsum board and overlaymenl board ate offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlaytnent hoard. ASPIIALT FELL SYSTEMS WIIII 11(11 ROOFING ASPHALT Type 67 asphalt glass mat base street, ( "6AI61 AS 11/5 Rase Sheet ") is a suitable alternate for type 61 asphalt glass fiber ply sheet ("6A161 AS Ply 4" or "GA16lAS Ply 6 ") in the Class A, II m C roof systems indicated below. the roof desk may first be covered wilh a type 62 asphalt glass neat. (rase sheet "GAfGLAS Slualavenl (Vent Ply) perforated" or "GAfGLAS Stratavent (Vent -PIy) for nailahle decks ". I'erforaled to be plopped and mailable to be mechanically attached granule side down. As an option Type (.2 asphalt glass mat base sheet ( "GAT 6I.AS 1115 (lase Sheet" or "GAfGLAS Sl,alaverrl (Vent-Ply) for mailable decks ") may be substituted for GI asphalt glass fiber ply shed ( "6461.AS Ply 4" or "GA16LAS I'ly 6 ") as the nailed (rase ply in Ilte following systems. Bolton) ply or base sheet may solid mopped, spot propped or mechanically fastened. Ihiless otherwise indicated, all insulations may be lot mopped or mechanically fastened. 1 AS flashing" or "Ruberoid" may be used for (lashing in any of the Class A, R or C syslerns listed below. When 'petllle" is referenced, this includes "GAl II:MI' P[RMALII[" - -'" or any other 1.11 Classified petlite insulal.iun. Crushed stone or slay are suitable alternates for gravel in any of the Class A, B or C systems listed. A Structural cement fitter building units are considered suitable to be included as a fleck in the following Class A, B or 1 systems listedlver 1-15/32 m WC. the use of gypsum board louder any of the following Class A, It. or C systems does not adversely effect the rating. Ihr use of 1/2 in. mein gypsum board is an acceptable alternate lot insulation over C -(5/32 decks. the 1150 of polystyrene insulation board belween min 3/4 in. pe.rlite board and deck with rosin paper (pallier /losiu paper /polystyrene /penile) is a suitable alternate for isocyanurate board in the following Class A, 11 or C systems. "66111.141' Is,lhenm Inn" "6AI11111' lapcued Isotherm IRA" and "(.AI 11141' Composite A" may be siihstiltiterl Im any nsm.yauuuuiate insulation bit any of the following Classifications. Class 6, 11 and C. 1111 roofing asphalt, for use with organic and glass fells or modified bitumen membranes. Class A 1. Deck: 1 15/12 Incllne: 3 losulallow (Optional): One or mere layers profile, wood fiber, glass 'fiber, ism yanurale, Methane, perlile /isocyanurale composite, perlile/ LOOK FOR MARK ON PRODUCT ROOF COVERING MAIERIALS (IEVI) 1 ROOFING SYSIIiMS (IGFU)— Cuulinued Methane composite, wood fiber /isocyanurale composite, phenolic, thickness. Ply Sheet: three or more layers Type GI "GAfGLAS Ply 4" or "GAfGLAS 6 ", trot mopped. Surfacing: Gravel. 2. Deck: ( Incline: 2 Insulation (Optional): One or More layers perlile, wood * fiber, g fiber, isocyanurate, urethane, perlile /isocyanurale composite, pert urethane com wood fiber/isocyanurate composite, phenolic, thickness. Ply Sheet: lluee or more layers Type G1 "GAf6lAS Ply 4" or "6616165 Cap Sheet: One layer lype 63 "GAfGLAS l4inal Surfaced Cap Sheet 3. Deck: 111 Incllne: e 2 Insulation (Optional): One or more layers perlile, wood fiber. 9 fiber, usocy.mutate, urethane, perlile /isocyanurate composite, per 1 ruellrane Zomposile, wood fiber /isocyanurate composite, phenolic, 2 mrax. Ply Sheet: Iwo or more layers Type G1 "GAfGLAS Ply 4" or "GAfGLAS G ". Cap Sheet: One layer type G3 "GAfGLAS Mineral Surfaced Cap Sheet 4. Deck: NC Iulbte: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fi m 5. Ueck: at C - system. 15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Rase Sheet: One layer of lype G2 "6A161AS 1175 Base Sheet" (stay nailed). Ply Sheet: One or more layers of type G 1 "GAIGLAS PIy 4" or 6616165 6 ". Cap Sheet: One layer of type 6 -3 "66161-65 Mineral Surfaced Cap Sher 6. Deck: NC Incllne: 3 Base Sheet: One layer of lype 62 "6616165 1175 Base Sheet ". Ply Sheet: One or more layers of type GI "GAfGLAS PIy 4" or GAFGLAS 6 ". Cap Sheet: One layer of lype 6 - 3 "GAfGLAS Mineral Surfaced Cap Sher 1. Deck: C - 15/32 Incline: 2 Insulation: One or more layers perlile, glass fiber, isocyanurate, uietha perlile /isocyanurale composite, penile /urethane composite, phew, 1.11 in. min (offset from plywood joints 6 in.). Rase Sheet: One or more layers of lype GI, G2 m 63. Membrane: One or more layers of "Ruberoid torch" (smooth or gramul "Iuberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) "Ruberoid Mop Plus" (granule). Cap Street: "GAFGLAS Mineral Surfaced Cap Slieet", hot mopped. A. Deck: C -15/32 tucllne: 2 Insulation (Optional): One or more layers perlite, wood fiber. gl fiber, isocyanurate, urethane, perlile /isocyanurale composite, pelli ulelhane composite, wood fiber /isocyanurate composite, phenolic, thickness. Rase Sheet: Iwo on more layers of lype G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberoid lurch" (smooth or grand "Ruberoid torch Plus" (granule), "Ruberoid Mop" (smooth w granule) "Ruberoid Mop Plus" (granule). Cap Sheet: "6616165 Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck: C- 15/31. Incline: 3-1/2 Insulation (Optional): One or more layers perlile, wood fiber, gl fiber, isocyanurate, urethane, petlite /isocyanurate composite, uerli urethane composite, wood fiber /isocyanurate composite, phenolic, thickness. Ply Sheet: Two or more layers of type G1 "6A161.65 Ply 4" or "GAFGI Ply 6" Cap Sheet: Type 63 "GAF 6149 Mineral Surfaced Cap Sheet", hot mopp 2. Deck: C - 15/32 Incline: 3 Insulation (Optional): One or more layers perlile, wood fiber, gl filler, isocyantnale, urethane, petlite /isocyanurale composite, petli urethane composite, wood fiber /isocyanurate composite, phenolic, thickness. Rase Sheet: Iwo or more layers of Type 61, 62 or 63. Membrane: One of mote layers of "Ruberoid Torch" (smooth or gratin' • "Ruberoid Ion It Plus" (granule), "Ruberoid plop" (smooth on granule "Ruberoid Mop Thus" (granule). Cap Sheet: "6636165 Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation Optional)! One or more layers perlile, wood fiber. g fiber, isocyanurate, urethane, petlite /isocyantnale composite, pert at 1 -1/2 er, glass penile/ odic, any I;AI GI AS y of the Systems nlluwing unic0111- d in any ,llowiny ? laid 01 ,rem. bs /sq. :1, glass perlite/ .Inc, any motile), wle) or t of hot i3. mode), lute) 01 r, glass 3. mode), ubelold ethane, mitotic, mode), tile) or 3. mode), Grundy . min, ethane 3. a tilde), ale) or ROOF COVERING MAIERIALS (IEVI) ItOlIFING SYSI EMS (161 U)- -Cunlinued Insulation (Optional): (hoe 01 1111(10 [aye's route, wood libel, glass fiber, ismyantuale, urethane, peIli1e /icot.yanotale composite, penile/ 010111 110 romposile, wood (ihet/isocyanmale composite, phenolic. Base Sheet: Iwo o' mote !aye's of lyre 62 m G 1. Ply Sheet (Optional): One in mom 1ay015 of Type G 1. Meminane: One on mom layers of "Bohemia Ion It" (sm 1(n ga11nle), 'Bohemia hitch Plus' (gtanu'0), "Bohemia Flop" (smooth or gamule) or "IlnbrIoid Mop Plus" (gtanule). Sulfating: Karnak Flu. 9/, 1 -1/2 - .1 gal/cif to g1avel. 8. (Jerk: 111. Iodine: 1/7 Insulation: Ono in mote [aye's pettily, glass Ii11el, 3/4 in. milt, isoyanmale, melbane, pe11110 /15111yanurat0 composite, penile /u'elhane composite, phenolic, 1.1/2 M. min. Rase Sheet (Optional): One o1 mote layers of type GI, 67 or 1;3. hlem One of 11111(0 layers l i "Rti111'10id 1111( It" (cn11111111 (I' gtanule). "RnhOrnid 111101 Plus (gr ;nmd0), "RIIIIrnllill Flop" (smooth 01 wooly) in "Rllhrnlid Mop ('Ins" (grnudr). Surfacing: "Al. 1111 Aluminum Roof Coal Mg" al 1 -2 gal /sq. 9. Uerk: 1. • 15/12 Iodine: 1/2 Insulation (Optional): Ilse m mom layers prdile, glass fiber, 3/4 in. 111111, ism y..mnale, methane, polite /isolyanutale cmposite, penile/ melllano composite, phenolic, 1•I /? 111. min. Base Sheet: one in 1111(10 taycas of type 62 " GAIGLAS 1115 (lase Sheet ", hot mopped 1(1 mrch;nlic ally fastened in plat e. Illy Sheet: One. in mole. Iayels 1(l Type. 61 "6AI61.AS Illy 4" hot mopped in place. Membrane: "Bohemia Mop Ile" (commie). Surfacing (Optional): GAF [timed Abmtnlmn Coating at I- 1/2 gal /sq 1(r GAF %Veal het Coat I:mulsinn al :3 gal /sq. 10. Deck: 1 15/32 Incline: 1/2 Insulation (Optional): One 01 mote layers penile, glass libel, 3/4 in. min, isocya11malr, mrlh;nu', petlile /isocyanmale composite, perlite/ methane composite, phenolic, I- I/2 in min. Base Sheet: Ono 1(1 note layers 1(1 type 62 "6A161.AS 1115 Rase Sheet ", hot shopped 01 mechanically fastened in plate. I'ly Sheet' thip to 11 layos of type G1 "(Al(1AS Ply 4" co "6A1(;1.A5 Illy 6" hot mopped in 111111 P. Membrane: "Bohemici Ion h I It" (gtanule). Sulfating ((Iplioual): GAf Fibmed Aluminum Coaling at 1- 1/2 gal /sq or GAf Weallet Coal Emulsion at 3 gal /sq. II. neck 1-1 5/32 Incline: 1/2 Insulation: Ismyamnalo, 7 in. min., wood libel, polite or glass fiber, any Ihickes5, hot mopped 1(f mechanically laslened in place. Joints onset 6 in. Rase Sheet: One of mote (aye's of Type (7 "GAIGLAS 1115 Base Sheet ", lint mopped r1t mlethanically fastened in place. Ply Sheet (Optional): One of 10010 [aye's 1(I type G "GAIGLAS fly 4" or ''I'ly 6" hul. mopped in place. IFIembtane: "Bohemia luu.11 III" (ganmlr). Sulfating (Optional): 6AF [Meted Aluminium Coating at 1 -1/7. gal /sq or 6AI Weal let Coat lnuttsion at 3 gal /sq. 12. Deck: C (5/32 Incline: (/2 Insulation (Optional): Ism yanluat 1101(110 m glass fiber, any thickness, hot mopped o' mechanically fa5(0110(1 in plate. Joints offset 6 in. Rase Sheet: One of mote !aye's of type 67 "(,AIGI.AS (125 Base Sheet", but mopped m mechanically fastened in plat 0. Ply Sheet: One o1 mine layetc 01 lyre GI "6AI61.AS Ply 4" oi "Illy 6" hot mopped 111 plat 0. Membrane: "Bohemia loot h I It" (gtanule). Suffating (11111lona!): 1 AI' 1 I,,'ied Aluminum (crating at I -1/2 gal /sq 1(t GAF Weather Coal I mullion al 3 gal /sq. 13. Deck: TIC A A Incline: 1/2 Insulation (Optimal): Ism Tommie, wood Iilfr board, penile, glass Iilrel, any Ihitkne5s, but moppet' or mechanically fastened in place. Joints nt(srl. 6 111. Rase Sheet: Otte of mom Iayels of type 67 "(AP (1.AS 1115 Base Sheet ", hot mopped in plat e. Ply Sheet ( Optional): Ilse in mute [aye's of type (I "(Al61.AS Illy 4" o "Illy 6" tint moppet' lit place. Membrane: "Bohemia Mich Ilt" (gamdr). Sulfating (Optional). "(Al 1jI101cd Alnlnimult (mating" at 1 -1/2 gal /sq or GAF Weal he' Coat Emulsion at 3 gal /sq. 16. neck: 111 In(line: 1/2 insulation (Optional): Ismya1111(at0, wood li10, !maid, polite, glass libel, any thickness, 'ml mopped to mechanically fastened in place. Joints II(cel 6 in. Base Sheet: One oi mule layms of "6AI6I.AS 1115 Base Sheet" hut mopped it1 platy. Ply Sheet (Optional): Une or mole Iayels of "(AI (LAS Illy 6" or "Illy 6" Irnt mopped it1 place. Ilembtane• "Bohemicl Mich f R" (glansle). Surfacing (Optional): 6A1 Wealhet (.oat Emulsion applied at 3 gal /sq or LOOK FUR MARK ON PRODUCT ROOF COVERING MATERIALS ((EVT) ROOFING SYS I EMS (161 U) Cun(inued PWe4l- itrm41 ftu E9't-iMg 'I I (/2 gaJ cn Uerk: C. -15/32 Incline: 1/2 Insulation ( Optional): penile, fibet glass, isocyanuraie, urethane. isocyanmale composite or phenolic. Base Sheet: One or more layers lype 62 0' 63 base street, hot n or mechanically fastened. Ply Street (Optional): One yr more layers type 61, hot propped in Membrane: "Bohemia Mop f It" of "Rube'0id Mop 1/0 FR" (granul& Insulation (Optional): I'enlfie, fiber glass, isocyanuraie, methane, p isocyanmale composite or phenolic. offset 6 in. hum joints. Rase Sheet: One or mole layers of lype G -2 or G -3 base shee mopped or mechanically fastened. Ply Sheet (Optional): One or mole [aye's of type 6- I. hot mop[ plate. , • Mpmb,ne: One layer of "Rulemid latch" o' "Ruhetoid plop" (slot Membrane: One layer of "Bohemia lurch IIt" or "Ruberoid Mr (c I/. neck: M. Incline: 1 Insulation (Optional): I'etlile. fiber glass. wood libel. isocyan methane, perlite / isocyanmale composite m phenolic. Base Sheet: One to more layers lype 62 m G3 base street, but in m mechanically laslened. Illy Sheet (O0io11a1): (3110 05 1010 'aye's type 61, hot mopped fn Membrane: One layer of "Bohemia Mop Ili" or "Ruberoid Mop I; ( ganule). 18. Deck: NC Incline: I/2 Insulation (Optional): I'e,lite, Tiber glass, wood litre', isocyan urethane, repute /isoryanunate composite or phenolic. Base Sheet (Optional): One or mote layers of Type 6-2 or G -3 sheet, hot mopped 01 mechanically fastened. Ply Street (Optional): One or mule layers of lype G -1, hot mom place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid (slfllmtll). Membrane: One layer of "Ruberoid torch IR" (granule). 19. Uerk: 111 Incline: 1/2 Insulation ( Optional): One 01 note layers of penlile, glass isocyanmale, urethane, perlite /isocyanuraie composite or phenoli thickness. Base Sheet:: One or stole plies G1 or G2, hot mopped or adhere' Karnak Chemical Co. "Ho. 81" or Gibson - Ilonlan "Ito. 6160" cold a adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop IR" or "Ruberoid Mop 1, (granule), hot mopped or adhered with ((annak Chemical Cu. "Ito. Gibson- Ilonlan "No. 6160" cold applied adhesive at 1.1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanucate, any thickness. Rase Sheet: "GAfGLAS 1115" (type 62), mechanically attached. Membrane: One or mole plies of "Rublleroid Torch (smooth). Membrane: "Ruberoid lurch FR" (granule). 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanlnate. wood fiber, perlite, gla; any thickness, hot moppetl'of mechanically fastened. Rase Sheet: One or mote plies of type 62 "GAIGLAS 1115" m "Rubel (R" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruhetoid 30 FR" hot stopped in 22. Ueck: C -15/32 Incline: 1 Insulation (Optional): I'olyissnyanmate, wood fiber, polite, or libel any thickness, huh mopped 01 mechanically fastened. Base Sheet: One or mine plies of lype (;2 "GAfGLAS 015" hot plop nhechasitally fastened. Ply Sheet:: One or more plies of "Ruberoid 20" or "Ruberoid 20 If mopped in place. Membrane: One or more plies of "Ruberoid 30 IR ", hot mopped 111 Cla B :Fully Adhered Deck: (-15/ Incline: ( /1. Insulation (Optional): One m more layers perlite, wood fiber (ibex, isucyanrnale, urethane, perlite /isocyanuraie composite. 1 11101lane composite, wood fiber / isocyanuale composite, phenol thickness. Base Sheet: Iwo or mole layers of 6A( G -1, G -2 or G -3 base she mopped to mechanically fastened in place. Membrane: One or mote layers of "Ruhetoid Torch" (smooth or g' "Ruhetoid 1010 Plus (cra "Ruberoid Mop" (smooth or gran "Ruberoid Flop I'lus" (yanule). Surfacing: Karnak No. 9/ applied at nom 1.1/2. gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fibe fiber, ism yanmale, urethane, perlite /isocyanmale composite, urethane composite, wood fiber / isocyanulate composite, phene thickness. "PF- ? ciao O :1 Po lyf'el*m PbtyfoaM Product', inn:. 2400 S(lring.Ctuebncr Road Spring, TX, 77383 Your nppiication for Prcduei A pproviI gP, PRIxt 1.94 r t� ►I�nl ►rA - 16t► Rif TIksthcs(vt render Chapter It orahs Miom -Drdo County Code governing the use c+rAttentnte Mlydrinl unJ Tyt,r4 n 1 Cuninction, ntld COmplct ty dvacribcd in the pima, epeeificetrotts and calculations o s&'bmitted 4 Trio Center far Applied Eneincer(ng, Inc. and miles Laboratotios Palyt lot., nivi.vit►n hag been reeerr trot acceptant. by the Building Code Compliance ofl;r:t to ,e used in 17ed county, Florida under the specific conditions stn (drib vn p I IS 2 -14 Ono the standard conditions on page 15. M" approval shall nor be valid Afier the expirzliun dale surd throw, The Build ;ng Cude Cornplinncr Off,; reserves die right to Iteurc th(Y product of tnstltfull at nnytbne from'n jobt■te or munufeerurer'a part for gtiry co;ttro! testing. If mit prod,ct or ?notarial foils 10 pertbtm In the approved manner. the Rulldtng Cock! Cumpliannli« Orrice may revoke, modify, or suspend the tune of ,tuch product or materiel Intmcdlatcly, Tic t4uilding Corte COmplienre drliee reicrve3 the right to revoke Chit approval, if it is determined b • the Atrildr omee neat rhia product or material Nita to meet the requirements of the South lrlo, ;da f3ui g s Code Compliance g Cede, The expense ots.ch testing will be incurred by the manufacturer. ACCEPTANCE NO,: 9A- 03A3,A2 Renews: &Oil& c, rirus 04/1611 5u1 Rodrl :tt a Prortutt Cams)! Superr 'fiLig F;ri,SN1j;x1A arJ3 �,5niof ECrFrc ANT) rr EN F: it AL TAM, CltNd rnrNll� r+-1-11;P Thii appticatic+n fu, Pruclue; Approval has teem reviewed by the Miami•Dade County buitdirt orfiee an d 7'PProvwd by the Duitding Cod, Comte► {nee to be u C Code edit un ci rcrzh above. Wtl in Dade County, Merida under 04: eundit ,yet APPROvEbt 44I.L@ IntStMl mou eddtiee: postthltltatebutldingeedeonlrne ,eom produot jnc, 934 417 -1 • r•.ct C c METROPOLITAN OA0t3 COUNTY, FLORIDA MPTRO -DAME FL.AGIEP BUILDING BUILDING CODE COMPLIANCE OFFICE k Ft.P ER BUILDING 110 WE6T FLADLEM sTr1ee SUITE 160) {,MIAMI, XL0Al A 33 t 30.15.3 PM 3 )5 2901 FAX ( 915 -290e PRODUCT CONTROL OtVISION (; 5)37 FAX poS) 3>7.ozas CAE kr ChurIck Danger, t' t; Vinlctor Dvildtng Colic Cnntl•liAnce Miarni•D de Crews.. 4Omepag : htt p :f►w wwbulldlnocaoeonllno ��•. t{RY, - 06' 98 (WED) 16 :27 BRADCO SJPPLY Apr -98 01 .IBp Pnlyfrostim 0rOduet.v tnc. Pt.)LYF'OAtet PRODUCTS, INC. Poly(Oem Products, Inc. 2d(10 Spring - Stuebner Road Spring, Texas 71 383.11)2 CJ t�rory; Sub• ar StiCrsdigi 1'rvdttct ronttol N 3. 0 , ) 4.142 PR O»UCt' CONTROL NOTICE OF ACCEPTANCE ROOFING. COMPONENTAPPROVAI. Roofing Component 1'taten in8/A d'tesi ve Roane Adhesive Two Component Polyurethatlt Syarom Dcstription ro(y'fonm Products, Inc., produces t'O•GOrnpottent expanding polyurethane adhesive f of clay and concrete root tile. l'olyproa AHI60 it; sptcinlly dt�tigned for e pp 4 tienti n or the attac crete city rooltile 0‘1:r 7 variety of roofdeck substrnros and underlayment msteri of concrete t! ul�. POlyrtrr,it xdho;ivg is tlPPIiSd with proprietary ii this product h spccinc to the two compo nr p mix end o o(J Rfl , 000 c dispci Approval of lsing Al :ern m ativc cth�,t1N o(dispcn.inb will require a revision to this D disp�l Cgv:p�tlClu al+prova 1. hblypnadb nrjtl(t than bt opptied only by 'Qualified App/icntorst, Ccrti (icates and identifieation tnrds are iar to a l licensed by ipI fi »m Pr Ccrt Fn 'catora u Y Odc�ets. t on training PrY'6rat�r. Apprvvnt of this adhesive sy st em is cot !, ppltcatial, e 1 b y yn Appli=or. ppfi_at ; • Comeau Pet Murr P II3 Spring, TeEts 773113.1 in Phone: (7!])3$0.1188 Fax: (713)1138 -6450 "go 2°HS TEL:13053786956 954 475 -2462 Product Control No,: .91,9 Apprrvnl Date: Apr11.a,122$ exriracl0,, date, ?U'_t?..l( 1 ! =T -1-1 . 7 . 1 t-. u: P. 0 02 Lim ''4-. • S?._G�_ f. — T G7 — A - a -1 TRADE N.OIES Or PROOLCTS MA.ti1'r4CTLRED OR LkBELED B,' ;\NPLICAv 20 "d Try( Proeuc r Product nirnrn51 S - .ass- i.iiil.tinns [? s A C r rtz c ►ti n r: prog AH 60 ■:A PA :01 .:;7-1 pCnc. pul.u!erhin Fc.aniprc,V RTF1000 12:bbb712LOV1 N/A Set [?tray! Aruched O�Sper i:r Equipvr.r- Lrt�"✓ Rau; odr;guez 3I'1'101 LJk! E•b: 80 E.6- 18 -33d t7 todu;t ..r .., pr TZbt-t -7:7z2. at' TR ADE Ni'lES OF PRc'EIl MA %L. rAcr Re B1 0111Etts 1 e)' t. Iltrri I_t) Real T ,e PA 10; Zcs.L idr „ t; rl. t e9. 060 B•i87 bit Iw 1 CTt t n ILI1 PrcIi(r Jeleri pttor, `t Anu SSeturtr ■ f) CO .+nt , Ct.:4v n!rt ' ;1 , ed fit! C1.dr Jf 'v •.falltC. 11 Oi' ( 7.;:Wit■ C Vur11: ANil:n Pa t;(, .. prp•tC All Appr',,.ed r(x:! ule f)1telnf ii tug All Dade tested I +t: are. tince 1.i;h Dade Cpwily CthAlr Pratoeol PA 101, AS Jetalled m the f; 41emf Apprev.,d SCSI:or. cf ;his Component ApprpV,I OTW Tcsr REPORTS P,iul P,c1df guei TYPIGIT . PIIYStCAI PROF C tltits rodt.:ct Coni Produ :t Contra! NO _9.j..:11.1, T.tst....iUUCReparl `•Setr9 DAde Pretxal CJ C! o.t PA 101 AST".1 D 16:) 01, O 1.+ r u if 1 3I1101 1../ti 6tt: 80 66 —TCt -333 S0•d cnmarits■r AST.t p 16 if PSI Psrillel to rise Stet filth 12 PSI Peryendieuur tc, r Te ^s,le Strenst.n ASTM Cl 1 62i 'A PS; Pan11r0 rp rift 1�'.5tcr .*t ..wpt•o•• AST,.t 0 2127 008 Lbs /r!' ■ST`•1 E 96 ; ' Prrret! Inch ti mrtsrolal AST, \I 0 2126 •d 0 volum. chant' Y' 40• r., 2 Stab lit) ucl.s *6.0% Yolums Cii. n r i1 1 j 3'f _ 100% 14N0114,1.. 2 it CCh3 Coic2 Cell f 1.1lCnt T T A$111 0 :336 I6 ". \'ntr• Th4 rbyrical prowiies Timed abote Art prtttnte4 41 rycitAl 3 erne aluta of Jetern,.ned hr iecepred A 5T'1 test methods.snd are sutler, to norntAl m:tnrr.terurit . s i•Ijrinn 4 7 11) / 21.2. 2 'ir n.rJ( Rthlriguec 3I1101 Hz 0S:80 66— TO -83d 9O'd Dc•rt, T. pe: Woad. Norl.,nsutated, ConitructioniRcroof Occti Description: New eorts,,uctton "/,:" or gre. ter pl■y•vood o %.00d Rc•roof "/,:' or g reater p1) wood Adhesive Set Application Slope Range: 2 ":11" to 7'12' S L' Roofing Tile: C.Ittinients• a • 1 Instal! choice of Approved underlaymcnt system, noted on ra c 1 County Protocol PA 120, in Compliance with Section; p� S of fade . of PA 12 '7 Install .Approved tile system in cornpl'anc P., I_4 Adhesive shall bs applied in compliance ■%ith the component .Application stclton and the corresponding Placement Details of this Roof - tog Component Product Control .Approval. The adhesive anachment shalt p(ovidc c„ resistance e%pressed of a Thom iTt len► artachment moment to mire or exceed the reyt,ired moment of res:stinet determined in compliance with PA 115 or PA 127. The adhesive attachment data is noted in the tilt Roof System Assembly Product Control .Approval. 1 For rc•rpc:r,applitar;ons. nlintrn "r," plti'��AGd i sn :lccoptab't- •,ubitraW All St Cm Linttt]ttolif t10ted ,n the talc Rohr $!fteit• Asicnit)1) Poch:et Cottlrol Approval shall apps. T 'i 2LO1' T SYSTEMS Product Control No. ___ a1l.EL p Lmts a F' . 06 3I1 - 101 Wt' OS: 80 66— T —a3d ? „I,prc R:6C t lC adhesiie shall Only be appl.ed O +cr in undd!layment ,nstanc0 in compliance is +ppi,:aa of, mstructionl dctAolcd in its Component Approval.. Underla }nser.t small tae any hnrferli tnetats or underlayment srstemS listed as .Appruvt:d in Dade Count) Protocol PA 120 Adnesi +e Jppl:catton shah be in accordance i+tth the instructions pro+'ded in this C:ornponent A.vprV.a!, the manufacturer may provide additional instructions subsequent to this ]ppreval date shall prevail. installation must be by a Favoey Trained 'Qualified Appl:caior' appro■cd and l,censed try Potyfoam Products, Inc. calibration of the Foamprog die equipment is required before application of lily adhesive The tr,,, ratio between the "A” component and the 'B' component sha'1 be maintained btrwecn 1 0.1 1 S (A) : I 0 (B) The diwcnse timer Shalt be set to deliver 0.01 to o. 1 5 pounds Pt( (de as .'•etermined at caiibratiun yo ether sertIngs shall be approved without r or th,s Component • 7.prO+ a1. ;d'test.e shall lie dispensed in e 17 ins :o 23 in' pad at time orapptication. The cured pad shall be approximately S' it 12'. Fuarn placement shall be in aceordaned with the 'Placement Details' pro, idcd in this Component Approval. Each generic tile profile requites a spreific placement. as noted in Table 1. below. A the manufacturer may test a tile system in compliance with PA 10? and add an additional detail without incurring an additional revision con. $ Adl;ere Cite directly in freshly applied adhcsirc. Tile must be act within : to 3 minutes after foam has been dikpcnscd d a +c shall be placed to create Contact % minimum 2 tiles, ns onllired rn the 'pl�:rn„nt DeRil' t cacti :iii profilc Table t: AdhCsirc Placement For Each G Tile Profile Tile Placement Profile Detail cf. P ce Barre 01 '$' Shaped 12 ma— Large Fiat - . 114 Double Rolt ISmaII Flat L0'd 'TZbtat•Z£LOtT COSIPO'ENT APPLICATION 7 05 Raul Rodriguez 3I1101 WO TS:80 66- TO -S3d T,Ic rflu st b e applied 2 :o • minutes of the application ; i P &I.pro AH 160 adhesis c pru'y eNH'60 adhesi sha!I be installed aril. b7 'Quo`.fied Applicators' appro. anc IIcc1jc7 Rl. ram Pr0441c1s, Ir.� ) For sdhest. a see ale applications, a field static uplift test b;i a Dods Ccurlty azeredi :cd testing tige.nc to compliance with Dads County Protocol PA 106, shall be required not less than 72 hours after applieltipn to confirm the adhesion, The results of this testing shah be reported to the Building Offictal and the installer stating that (he appliC6tiOn has passed or fated PA 106 testing. If the applicistion fads PA 106 testing. the report shall Cate t ■hieh portion of the lest was failed: Category 1 (e..smtration for !OOSt file) or Category 2 (uplift testing of tile). Subsequent to testing. the t- ,stallcr Ina:c repair not more than W. of field area tiles and IQ% of perimeter area (le I 4c. rake) Tile v ith approved tile adhesive. The installer shall pt3ce Jn tdcnuftable rrarktr un each r. paired the for futt.re etreeeere, Any PA 106 re•test chat) not include any marked tile. Refer to 3ppltc3t1on dta‘.sngs published by the National Tile `lanuracturcrs Association For penetrations and terminations, as well as the 'Placement Details' included with this Componenr Ap`rrval, { Refer to file Roo( Spurn AsfvmDly Product Control A pprowil.fror evstem Approvals with rh:s Component. Refer to the Prepared Roof S; stem Assembl) for fire rasing. Put.ploP A11160 shat' not �e e.taosed permonwnlly 10 Sunlight. Pol.proE AH 160 shall be wheel with Fnampro RTFt000 dtypensnt, equipment onl) y •\n' arileodmentt to these provisions shall be in cvmplia,nee tl ith Sections 203 and 204 of the Swth Florida Building Code. _ _. 7 +, 1.,+, 7 o J 171 +, T - -- SSYSTC,.%1 LIM$TAT ION S 8 4 3 I 1 101 _W_U _ B O 66— I 0— g 3.d 69 • d r. SCA a0• 104 rtwLAAt. r1111lACL Ap,XU10 /flit 2• x )Q' ?a481 Pid .voted C crvhI- n:rte�G�tto C LQQ.IItaetQ 'E WANT J0A %Orli u'11O4D A,OMGL'/i a• � TZVVVZ2L017T PLACEMENT DETAILS (CO..- 'I\L•C0) Placemen Ucia' 'S' Shaped Tilc Pronic 10 11(t11101.L _` ) C - l'LAnt PICO ttu(NT IS II(.0.PAC 4Y CCC;) 31 1101 SCCVAE TAN At V$ 1,447 oe Pooh -V rlr. CCO: 1,40+I10 17 V. n4C SOUF ACC �3P 5• CJ'$ wII Zs: 89 66— TO —aid Oi ..• �,Qr �ers.ers�►.,���s �L4�S Ettcnslons of Acceptance may be considered 3Per a new application has been filed an•1 the supporting• data. lest rcpon+ no older Ow ten (13) years. have teen ft.evaluate0 Ml reptieu or re testing shall bear the seal, signature and date or en en`inter registered in the State of Florida Any revis.On or change to the materials, use. Or trranufacture or the predict Oe protest shall autorna; call/ Lt cadie fyr tc r ur.11On, unless prior approval •s gr111ted for Ie.,tfOnt or change Any :nsau.(iavey txrforrnele of shit prodJt: of pruress ore charge in Cede r•r(rrtio: shall be bounds for re•esalt:.t.Oft 1•1t, aCCepUnee shall not be used is an endorsement of Any product for sales or 34.Ctiiaing purposes. The S0licc of Acceptance r.untbzt preceded Oy the words Dade County, Florida. and followed by the cia'.ration date may be displa;td in advcnistng literature. if any portion of the Njrlce of Acce;,tante displajte. then 1t 0a11 be done In let entirety ( 3ppfO.sl df)winas, where te1urred for Permit applicOtrons 111.3;1 be pro'idtd (0 the applicant by the manu()ctuttf of h's dsstr•but0rs unless otherwise noted in the '.:ctiee of Acceptance The print; need Act `r: +c•seal.:d by an eisvneer 1 Fatlure •10 comply with the Standard Condlt:3ns shall be cause for terrrttnstion Or the A pproval 7 3N-s(0.5‘ sufter3c0c3 All prtv■gaa •ppeovAIL TZ0t'1 LObT 1,1ETf10: ..1i A: 4 OAOE COUNT"! Ft,CnluQA me !PO Op.oc F .AG.CR et-ILDING coot eiawolt.lit:i U[oant►tsir.l SuJITE I:0) ►iE rrl,; .QAo FLfr ,ER Qun.Oir° t•7 wEST FLA(]t_ER S1PF_ET 1.11 41:, FLOAIOA 3t33. (305) 31S•2401 FAA t3051315.1900 PJu) adriguea Pit Conlrbl Division Supervisor 31 Wt! ZS: 80 66-10-83d Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 1746,4 26 rA 1) 51 r4-S$ F:p 2 27 52 1 D 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 4 -Ti... `� 73 24 49 PA. 64"E-D 74 25 __,.../ 50 144 44 6 75 dV1 Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE ON ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION Owner's Name: g I M P l Permit #. 44145 Job Address S 5'0 i•-1 q 4 �, I 1 c A I s Ao P.-, rf l Roofing Contractor: �QRCS T - CI �! Type of Tile: ►01.)fGE t?- 1 T— -t ��T Date Installed 4 ' Z3 • N Approximate Roof Height: lZ feet Roof Pitch /:l 2_ Type of Access to Roof: Scaffolds X Ladder Other Approximate Square Footage of Roof: 3 200 ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested 41 . 30 '1/ TEST RESULTS P = PASS, F = FAIL e Du Quesne, P.E Engineer P.E. 24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 SKETCH OF ROOF IN BACK IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. UTR \ Environmental • Civil • Struct Building Inspection Services THIS PA 106 TEST HAS BEEN. PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 5K ETCH OF ROOF FOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES 4. KETCH OF ROOF JOB 5 r.., 91 ST', • R.€5, -(. SHEET NO 2- OF 2 ' CALCULATED BY DATE 1 X30 .99 CHECKED BY ll DATE SCALE . �. g I ,1 ,rm ■■ peam Im■■■■■■■■allin m■rn7■ali■■■■ ■■■m■ mmurammimaim Id ■EMEM ■M■■■■■ :■■■J■ MEMI %I■e 7 ■■ ■►.■M■■aM■■ ■- ---- -5 �nJ►I ■ ■ii/. il ■ IiIIII]uIIIIIUIIIuIu1I4.III IiiIIIIIIIIIIUIIIII!!I5l.....r. ■ mIe■■■■ummu ■■i■ - .egmu■ ■ ■ ■rtm 111111111111111 ■■ ■■ iur i a III _, air ■r ■11■■■ ■e1 ■■■■ ■ ■I■■ ►��i►� ■ ■� ■ ■�:J' ■ \r ■V■■■■e1■■■■■■I■■■^r.n7 \ ■fin.. AIIIM imm••••••••=:•MMINNIERIMEMISMFATIMMINI ■ ■■r ■►■��e1■■■■■■i■ ■■�►`■■■ ■f ■■■ ire 1 ■■ ■M■ s ■■■■i■■■■■■IMri■■e ■■■■■■ ■■ ■■ ■■■■■■■■i■■ ■■■■■PcJJ■■ ■■ ■`■■■ NOTES'