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990 NE 100 St (5)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ///145 Job Address l'967 / '$ Tax Folio /1 4246. 6 3 y' D /S-t' Legal Description Historically Designated: Yes No e el Owner's Address Contracting Co. Qualifier State # /.6 t"-C/ $19a/ Municipal # Competency # /4 ' +' Ins. Co. fr/215W Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL . OOF 1► PAVING FENCE SIGN WORK DESCRIPTION ,/LZoK- Ge —/ s Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore I authorize the above -named contractor tc do e work stated. o_ .tner- • ,il : Notary as to Ownr Condo President My Commission Expires: FEES: PERMIT / Tenant r& E4 , L ; 97 slit- 650 / G od ' i 4 /A- awe ///A 3-2s—ce., OFFICIAL NOTARYSEAL CAROLYN C ROHE NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC828548 MY COMMISSION EXP. MAY 8,2003 RADON 0 /`? 7 ate Address 2.6/ ,v5 / ,I c SS# / Phone YoL5 ` q,72 / 2.' Address Address Address Master Permit # Phone e'f 76V' >WV Estimated Cost (value) 1 5 - 45 o ary as to Contractor or 0 Signature o'Jfra or Owner- Builder %r1 - Builder Expires August 2003 59901 C.C.F. / .25 0 NOTARY BOND TOTAL DUE n- 1 9 Dat a te 6/ APPROVED: Zoning Building 41. 9 f Electrical Mechanical Plumbing Engineering Contractor's Name: GX " .7- /i/ ageAd I/L Job Address: 9?e 47 7- o' Y. ROOF CATEGORY X1 (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 37..r .. Sloped Roof Area (ft Total (ft 374 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): I Ft. v Ft. v A Deck type: l C� ATTACHMENT Fastener Type: SPACING Field: 6 /1' Perimeter: b Corner: /0 DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ROOF PLAN APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. AC 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. er's /Agent' . Signature= Signature 5104 APPENDIX "F" 4/ Date tractor's ignature METRO -MBE PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Conventional Built-Up Roof Systems for Wood Decks Approved: 11/04/97 Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 Internet mail address: postmaster @buildingcodeonline.com 1 .. • METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 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: Dynateclr Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -40 and the standard conditions on page 41. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the .regt irements of the Building Code Compliance Office that this product or material fails to meet the requirements ofthe South Florida Building Code. • The expense of such testing will be in Ir '''cu - reia rammer.. aul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com 4 - 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 Sub -Type: Fiberglass Product Control No: 97 - 0804.21 Product Control No.: 97 -0804.21 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 System Description 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.. 1a addition, GAF:Affers two p# nEodhfied _... °tormx p SBS iVe+ - ra = 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. GAF roof system 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. G-AF `laterials 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 I- 800 - ROOF -411. Contact: William J. W'oodring Director of Technical Services (973) 628- 4134 Page 2 of 41 ran Zuloaga, Roofing Product Control Examiner GAF Asphalt Concrete Primer GAF Mineral Shield® 60 Ib. baps ASTM D 1863 Granules G.AF \VeatherCoatZ Emulsion ti Root TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Dimensions Specification 5, 55 gallons ASTM D 41 G.AF Jetblak All Weather Plastic Cement RLBEROIDZ "" "` N to fled B i t ttmen - _ r tosn nrL Cetttettr"=" Pre..l. 5 gallons 1, 5 gallons 5 gallons ":5 Ib. roll Rol! Base '0 lbs.-roll GAFGLAS Ply 6Z 5 sq. roll 45 Ib. roll GAFGLAS Flex 5 sq. roll PI 6 45 Ib. roll GAFGLAS Ply 4T 5 sq. roll ASTM 1 .ASTM D 3019 .ASTNf D 3409 ASTN1 D 4586 ASTM D AST`! D -460 .AST`1 D-:60: Page 4 of 4 t Product Control No: 97 -080421 Product Dcscrintion Asphalt concrete primer used to promote adhesion of asphalt in built - up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating. for smooth surfaced roofs. Refined asphalt blended with, a.mineral stabilizer and :fibers. Permits adhesion to wet and dry surfaces. Fiber reinforce. pol■nicr modified Flashing. cemen: • As . J' ass r a: base Asphai: :mrr ^a ar. coated. fiber :ass base s`•.ee. ASTNI D 2178 Type VI asphalt impre_nated glass felt with asphalt coatin`. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphal o+ ►�_ ing Product Contro Product GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated GAFGLASS Flashing various 69 Ib. roll GAFGLASg •STRATA`'E\T RLBEROID Modified Base Sheet O.AFTE\'.PFs isotherm R tapere± G:k.F T EMPFs,- R , AFT \iP , , -e GAFTE\ P isotherms RA GAFTEMP Isothe= RN Tapered GAFTE`1P Isotherm RN GAFTEMP® Composite Test Dimensions Specification 76 lb. roll ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. 60 Ib. roll 3 sq. roll 67 lbs. various v arious _ - PA 1 ; t. rsocY to tom— aricus PA :soc_ ._ s ;anon . arious various various various ASTM D 4897 D 3672 ASTM D 4 89 Fiber glass base sheet impregnated and D 3672 .r.coateckckla -,both. side v. ith asphalt. 'Sgealcapti tip-cc sIde anth .' ,;. • , :- ASTM D460I, Premium glass fiber reinforced SBS- Type II, UL Type modified base sheer G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 PA 110 PA 110 PA 110 Page 5of Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated class fiber mat flashing sheet available in three sizes. Product Control No: Y iwa�r+.•. Product Description • Tapered Po1.:so.:•a7,..7a:e foam insulation Pol. isocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insul 'a Roofing Product Control xam 4.4 Product Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam Composite insulation with high density fiberboard or Permalite perlite insulation. GAFTEMP® Composite A Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam Composite A insulation with high density fiberboard or Permalite perlite insulation. GAFTEMP® various Composite N r a p .•xa��.m s — =a Composite GAFTEN1P® Fiberboard G.AFTEN1Pg Permalite • . G A F T E \fP Recover i thck G AF : _ \1 ?d G.AF T ITFk S :andard Rooting Fastener G.AFTITE® - Heav> Dut . Roofing Fastener GAFTITE ASAP Test Product Dimensions Specification Description various various various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite -Or Re iFcfsu- Iatic2tt. - u . .0 a..- -- - _ - _ - — - - f. - • or Permalite perlite insulation. PA 110 - Fiberboard insulation. PA 110 Perlite insulation board. -- PA 10 Per1ire.1e.c. er board Product Control No: 97 -0504.21 P.A , .^ : g- _ ._. -- -2_.27.4. • • PA 114 Insulation `ast_.•_7 for s:__i and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and plastic plates. Page 6of owing Product Conroe i Product GA FTITEg Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates 3" and 3 %" Ruberoidg 20 Ruberoidfi. Mop ranul ... ;. ;_ RL;BEROID `1OP Smooth RLBEROIDg N1OP PL LS — RLBEROIDZ N1OP _ 0FR R'L BEROIDk MOP =R R;. BER0IDE TORCH Smooth RUBER0IDE TORCH Granule Test Dimensions Specification 3" and 3 %_" 1.5 sq. roll 95 lbs. 1 sq. roil. todt • 1 sq. roll 87 lbs. I sq. roll 102 lbs. 1 sq:roll 103 lbs , , !i i05 i - - s. I sq. roil 87 lbs. 1 sq. roll 102 lbs. PA 114 PA 114 Round gaivalume stress plates. PA 114 4.STNt D- 5 147 �d`wMK•iM.:�n AST\!D5:4 ASTM D 5147 ASTM D 5147 Page 7of rroauct Control No: 97- uat4.4 Product Description Base sheet fastening assembly. Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 1 14 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. lion -woven - ,- 0.vester mat coated with ASTM D 5 147 Non- woven polyester mat coated with polymer modifred and smooth surfaced. AST,`1 D 5147 Non- «over: poi‘stcr mat coated with polymer modified asphalt and surfaced -- _ with .__ <...- -. STN1 D 5;47 Non -`\ eye:, mat coated with. • fire :ardant poi% mer modified asphal: and s:..,..__ ..'. t : mineral zranules . Non -`. e% e• pet_ es:_. coated w ith fare retar.aan pol\ mer modified aspha!: and surfaced ■%ith mineral granules. Heavy duty. pol ■ester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. 0o ing Product Control Examiner Product RUBEROID® % sq. roll TORCH PLUS 93 lbs. RUBEROID® '1.. sq. roll TORCH FR 90 lbs. RUBEROID® 30 RUBERO1De 30 FR Vent Stacks (metal and plastic) GAF .Aluminum Emu sion 3EROIDS 09. Roll SE` .'J. its. Test Product Dimensions Specification Description I sq. roll 92 lbs. I sq. roll 92 lbs. d _ r� �y 1. - R�B++'rl�i/'[i/ : :_� C Y 8 r.. 4__2_ .�. __ x - __ __ - _— _ • "; _ i . - '"7: 1.TR:A L A Dt # ` = with aluminum.'copper or stainless steel foil. CA. 1:uminum Roof 5 canons RUBEROID MOD 60 Ib. kegs Asphalt 5 gallons `one ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 AST \1 D ASTM D:824. Type 1 Page 8 ()FS! Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. 1 ' Product Control No: 97 One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal Jtinerai coiloic.a bituminous emulsion - reflez:ke flakes sur :ace.d ` %. :h ail' ^' ^ ^ ;. s: ."Less steel tOH Non- fibered. aluminum pi,mented. asphalt roof _oa: :n_ GAF Built -Up 100 Ib. cartons, ASTM D312, Interply moppin_ and surfacing asphalt Roofing Asphalt bulk Types 1, 11, 111 and IV SEBS modified asphalt Roofing Product Control Examiner Test Product Dimensions Specification RUBEROID MOD 60 Ib. kegs Asphalt L RUBERO(D MOD 60 Ib. kegs Asphalt P GAFTEMP Various PA 110 Composite A GAFTEMP Tapered Various Composite A GAFTEMP Various Composite N GAFTEMP Tapered Various Composite \ F TEAti't"aperec '€'SOtharrri G.A FTE`1P Tapered Isotherm RA G.AFTEN1P Tapered Isotherm R\ • Various Various GAFI-.A\ I ..a 7 .,F T EN P -,-EDGE " , tiered G.AFTE`1? P ER\1ALI T E8 Tapered Roof Insulation Various Various GAFTE`1P Recover I-'2" thick, Board Various sizes Shingle•MateTm 4 sq. roll Underlayment 30 Ibs. PA 110 Product Descript SEBS modified asphalt SEBS modified asphalt Polyisocyanurate /wood fiberboard composite PA 110 Tapered Polvisocyanurate!wood fiberboard composite PA 110 Polvisocvanurate ■good fiberboard composite Tapered Pol fiberboard compos :e PA 110 PA 110 Tapered peril :e board PA 110 Perlite board Page 9 of 41 Tapered polyisocyanurate foam Tapered polyisocvanurate foam — Ctx - per44 e -boar{ Tapered p er,.._ Fiberglass reinforced shin • le underlayment =� . !! Roofing Product Control Examiner . • , • • T.: Product Dimensions Test Specification • - , Page 10 of 41 Prod= Control No: 97-0804.21 Product Description GA FTITE1D ASAP 500 per box PA 114 Pre-assembled fastener and metal and plastic plates oaga, Roofing Product Control Examiner Pyrox ACFoam I Product ACFoam 11 FIN—Therm Nail -line -Therr>' 1-i•. -Therm AP -Therm _.,o rb o rc: Dekfast Fasteners TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Dimensions Specification various PA 110 Polyisocyanurate foam insulation various various various rtous various H'. -Therm Stable R various a r! O US Dekfast Hex Plate 2 718" x 3 1:4" Product Description PA 110 Polyisocyanurate foam insulation PA 110 Polyisocvanurate foam insulation PA 110 Polyisocyanurate foam insulation insulation. PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate , insulation PA ' Insulation Fasten!. _: assembl\ PA114 PA 114 Insulation fastener for steel and concrete decks Galvalume hex stress plate. Page ! I or41 Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) .Atlas Energy Products (with current PCA) Celotex Corp. ( with current PCA) Ce FOte.tc Co p _ : - (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with cur rent PCA) Celotex Corp. current PCA) Celotex Corp. �:t 1 current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) utoaga, Roofing Product Control Examiner Test Product Product Dimensions S cif...m...1.1_0km. Description Manufacturer Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Dekfast Fasteners PA 114 Insulation fasteners for Construction 014 concrete decks Fasteners Inc. (with current PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Construction i and wood decks. Fasteners Inc. _ (with current PCA) ISO 95— Composite PA 110 Polyisocyanurate / perli:e Firestone ridged insulation (\kith current PCA) Asphalt Primer EPS Densin Wood various %aria-us Product Control No: 97-0110411 s or 1\;*P6 - - • -•- bitumin adhesive ASTNf D 41 Asphalt Primer generic PA 110 Extruded polystyrene generic insulation PA 110 Wood fiber insulation board , eneric PA 1:0 Pe7lite boar:: , .a7ious PA ! 10 Pe71i:e bczr.:2 Poke:h■ lene 4 mil min. Vapor barrier bar7icr Red Rosin various kosin paper for barrier laver on wood decks Roofing Nails Minimum # PA 114 Corrosion resistant annular 12 ring shank nails Page 12 o:4: nene7ic cer:eric generic generic aga, Roofing Product Control Examiner Tin Caps MB aluminum roof coating Dens -Deck 12 Roofgrip - Roofgrip Gripdek Fastener r- .excel Fastener Hextra Test Product Dimensions Specification Standard Plastic Plate say-: lSORoc Min. 32 ga. x various 3" round various various various Olympic Standard 3" round PA 121 Aluminum roof coating PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel. wood or concrete decks PA 114 Insulation fastener PA 1 14 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polvolefin plastic plate PA 110 Polvisocvanurate foam insulation. PA 110 Polvisocyanura:_ foam insulation PA 110 Page 13 of 4 I Product Description Corrosion resistant circular discs. Polyisocyanurate foam tockwool composite insulation PA 114 3" round galvalume AZ55 steel plate rroauct t,untroi no: Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current. ITW Buildex ith current PCA) ITW' Buildex (‘■ith current PCA) ITW Buildex (v. ith current PCA) Firestone (with current PCA) NRG Barriers. Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Roofing Product Control Examiner Test Product Pr Dimensions SpeciRcsition Descrip Manufacturer Olympic Fastener PA 114 Insulation fastener #14 Olympic Olympic Polypropylene Olympic Fastener 1' Olympic Fastener .ASAP Olympic CR Base Felt Fastener and - Base Sheet Disc case 3c...c Paroc Cab BJ2r 'Multi-Max FA 3.25" round • PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) PA 114 C;:asFas: Fas:_..e, , . , various PA 114 Polypropylene plastic plate Olympic Manufacturing Group, Inc. (with current PCA) PA 114 Pre - assembled Insulation Olympic fastener and plate `tanufacturing Group, Inc. (with current PCA) Insulation fastener Olympic assembly for Base Sheet `tanufacturing fastening only Group, Inc. (with current PCA) Insulation fastener assemble %%irn recessed plastic plate �a-,cus ?.A :0 R‘ac'twocl ! ir.su at ,.n various PA i 10 Rockwooi insulation various PA 110 Polvisocyanurate foam insulation Page 14 o f 4 Product Control No: 9742 Ow ens- Cornin, Fiberglas Corp. r current PCA l� Manufacturing Group, Inc. (with current PCA) ?ar,ek, Inc. th current PCA) Partek, Inc. (with current PCA) Rmax, Inc. (with current PCA) PA 110 Polvisocyanurate foam Rmax, Inc. insulation (with current PCA) Roofing Product Conrol Examiner UltraGard Product Insul -Fixx Fastener Insul -Fixx P Rawl Fasteners - 1_ Raw! Fasteners =14 Rawl 2" Plate Ra''J 3" Plate S.i^er Pre: 11 Tru -Fast DL Tru -Fast Plastic Plate Test Dimensions Specification various 3" round 2" round 3" round round 3.04" round PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastener for steel and wood decks PA 114 3" round polyethylene stress plate • PA 114 Insulation fastener for steel and wood decks PA 1 i 4 Insulation fastener for use in steel, wood or concre :e PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round calvalume .AZ55 stee! plate PA 1: Product Control No: 97 05ua.: i round gal%aiume .AZ`_ steel plate for use '•�:... Raw e fasteners PA 1_! Roof coatinc PA 114 Product Description Insulation fastener for steel. or wood PA 114 3.04" round polyethylene plastic plate Page 15 of 41 Manufacturer Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) The Rawlplug Company Inc. ith current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug . Company Inc. (%%ith current PCA) The Raw 1plud Company Inc. %Alt;ri current PCA; The 77. Inc. current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) oaga. Roofing Product Control Examiner Tru -Fast MP -3 3.23" round Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck Product Dimensions various Test Specification PA 114 PA 114 PA 114 PA 114 PA 1 1 4 PA 110 Product Description 3.23" round galvalume AZ50 steel plate Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks High density wood fiber Page 16 of 41 Product Control No: 97 41104.21 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast ith current PCA) Tru -Fast ith current PCA) . Wood Fiber Industries (with current PCA) Roofing Product Control Examiner Insulation Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Page 3 of 41 Product Control No: 97 - 0804.21 Roofing Product Control Examiner Test Name Re . ort Date Agency /Identifier Factory Mutual Research Corporation Current Insulation Attachment Requirements FMRC 1996 , 01.01.96 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. OT4A1.AM 08.26.92 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. I V8A4.AM 06.28.93 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.1. 1RIA6.AM 11.15.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0T2Q4.AM 10.17.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0Q6A6.AM 07.16.91 t Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 3X3A2.AM 08.02.94 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift, FMRC 4470 - PA 114 J.I. 1 B9A8.AM Lnder\tiriters Laboratories. Inc. Fire Resistance Classification UL790 - PA 114 R1306, 87NK 1 1819 01.01.93 Dynatech Engineering Corporation Wind Uplift PA 114 , #3600.02.95-1 02.02.95 Dynatech Engineering Corporation Wind Uplift PA 114 #4482.02.95 -1 02.02.95 TEST REPORTS Product Control No: 97- 0804.21 Page 17 of 41 ga, Roofing Product Control Examiner Product Control No: 97 -0804.21 Systems Deck Type 1I: Wood, Insulated, New Construction or Reroof Deck Description: I` / or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Insulation Fastener Fastening Fasteners Fastener Layer Type Detail No. Per Board Densi (see PA 117) One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N Minimum: 1" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISORoc, GAFTEMP® Tapered Minimum: I" x 4' x 4' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP 1 RecoverBoard Minimum: '/" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard Minimum: %" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Paroc Minimum: ' /�" x 4' x 4' NIA N/A NiA N/A .Approved Type(s): Perlite, GAFTE,MMP® Permalite®, Permalite Tapered Minimum: ' /." x 2' x 4' N/A N/A N/A N/A `linimum (tor Tapered) ' /." x 2' x4' N/A N/A N/A N/A Approved Type(s): Fiberglas Minimum: 1) /16" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Permalite Tapered Roof Insulation Minimum: '/. " x 2' x 4' N/A N/A N/A N/A Approved Type(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IsothermRN, GAFTEMP Composite Tapered, GAFTEMP Composite A Tapered, GAFTEMP Composite N Tapered Minimum: '/." x 4' x 4' N/A N/A N/A N/A Page 18 of 41 ;a, Roofing Product Control Examiner Anchor sheet: Base Sheet: PIy Sheet: Cap Sheet: Maximum Desien Pressure: -45 psf (See General Limitation g7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 3 ":12 "; See General Limitation #3. Product Control No: 97- 0804.21 Note: All insulation shall be adhered to the anchor sheet in full moppings of approved hot asphalt within the EVT range and at a rate of 20- 401bsJs Please refer to Metro -Dade County Roofing Application Standard PA 117 for insulation attachment. Insulations listed as base layer only shalt be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. GAFGLAS® PIy 4 ®, PIy 6 ®, GAFGLAS Flex PIyTM 6, #75 Base Sheet, GAFGLAS #80 UltimaT' Base Sheet, STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered in two rows 12" in the field. Base sheet shall serve as anchor sheet for attachment of insulation (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima' Ultra Base Sheet, GAFGLAS STRATAVENT® Perforated or RUBEROID Modified Base Sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 - 40 lbs. /sq; (see General Limitation #4). One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® PIy or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one of the following_: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Page 19 of 41 uloaga, Roofing Product Control Examiner Specification No.: Product Control No: 97 -0804.21 14- S -M/P6, I- B-S-G, I-B-5-G/P6, I-B-5-C, I- B- 5 -C/P6, I- 0 -5 -M. I- 0- 5 -M/P6 I- B-4-M, I- B- 4 -M/P6 I- 0-4:M I- 0- 4 -M/P6, 1- B-4-G, I- B- 4 -G /P6, I- 0-4 -G, I- 0- 4- G -/P6, I- 0-4-C, I- 0- 4 -C/P6, I- B-4 -C, I- B- 4 -C/P6, I- B -3 -M, I- B -3-G, I- B- 3- C,1- 0 -3 -M, I- 0-3 -G, I- 0 -3 -C, Page 20 of 41 Roofing Product Control Examiner Wood Deck System Limitations: Product Control No: 97 0804.21 I. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto-Dade County Protocol PA 105. If F' as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto-Dade County Protocol PA 105 and calculations in compliance with Metro-Dade Roofing Application Stanadrd PA 1 17. All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto-Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex PIyT' 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. '/- Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37 of 41 Roofing Product Control Examiner GENERAL LIMITATIONS Page 38 of 4 Product Control No: 97 -0804.21 1 All asphalt shall comply with ASTM. D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. .asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. All work shall be performed by a contractor licensed to do rooting work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by *the manufacturer, and the requirements or the SFBC. 6 The submission of system specifications and details shall accompany the Section II Buildinc, Code Permit. This information is available in the publications listed in the 'S'stern Description' of this Product Control Approval. The submission of these documents. as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. rrann Zuloaga, Roofing Product Conrol Examiner Product Control No: 97 - 0804.21 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 1 17. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details. and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. I 0 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 103. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 1 17. I I Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. lithe fastener value. as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. I2 Asohalt moppin_s shall be with applied with approved asphalt and shall be in compliance equip iscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shah indicate an EVT, finished blowing. temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 3 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other lavers shall be adhered in a full mopping of approved asphalt applied within the EVT ranee and at a rate of 20 lbsIsq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or dhesive, which shall comply with provision of Roofing Application Standard PA 1 17. Page 39 of 4 Roofing Product Control xam 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro-Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters. extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 40or4I Product Control No: 97 - 0804.21 _/ u oaga, Roo5ng Produc: Control Examiner i 1 9 This Acceptance contains pages 1 through 41 END OF THIS ACCEPTANCE Page 41 of 41 Product Control No: 97-0804_21 GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.21 1361 Alps Road APPROVED : November 4. 1997 Wayne, NJ 07470 EXPIRES : November 4. 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 And revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) ;Misuse of this Acceptance as an endorsement of any product, for sales, advertising or ar,y other purposes. 6 The Notice of Acceptance number preceded by the words Metro-Dade County. Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is dispiayed, then it shall be done in its entirety. A cope of chi's Acceptance as well as approved drawings and other documents, where it applies, shall be provided to :he 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. oaga, Roofing Product Control Examiner R(IOFING SYSTEMS (TGFU)— Continued OO��d and overlayment board are offset 6 in. with the join r r e ` L� board. is part of the roof system, it must be placed • � .. below the plies of 'GAFGLAS p( •� Y 4" or "P( hot a y 6" may be adhered t SErabve Mailable Base Sheet" may be mechanical) dyer Y attached or noncombustible decks and as a recover over existing rod Insulation may be utilized as a cover b ary of the following systems. oard over FLT SYSTEMS ' EV ERGUARD" T glass T FELT base sheet HOT ROOFING ASPHALT Base She is a suitable (GAFGLAS #75 Base Sheet" ( Ba a Sh Pl is table alternate for Type G 1 asp ► halt glass below. y o►' GAFGLgS Ply 6 ") in the Class A, h o►C9 l o o f deck may first be covered with a T LAavent r S Strat decks (Vp t Ply) perforated" ed G2 o or glass mat base attached granule side downy to be mopped and GAFGL �S� Stratavent Pped n to be n alt p Type G? ash glass ma FGLAS pe G2 asphalt Base sh t base sheet ("GAFGLAS decks may be Premium Base Sh foror GAFGLAS Stratavent #75 Base Ply c ") may be ply 6") substituted the GI asphalt glass fiber ply sheet s! a nailed base ply in the following kamn D(Y or base sheet may be solid mopped, spot mopped or mechanically Unless otherwise indicated, all insulations fastened. FING SYSTEMS Any UL Cl (TGFU _ 13. Pty Sheet Classified gravel ) C�nhnued mat system. g el surfaced Class A asphalt ck: C -15/32 Slip Sheet (Optional Incline: 1 glass fib Base Sheet: pt layer Red rosin paPer nailed to nailed), yer of Type G2 "GAFGLAS 475 deck. One or more Base Sheet" (ma be 6 ". Ply Sheet: O layers of Type G1 " (may ty • Deck N�eet: One layer of Type G -3 , GAFGLAS Mineral Surfaced "GAFGLAS Ply or GAFGLAS Cap Sheet". One or more layers Type "GAFGLAS G1 ' 6'. Ply Sheet: O "GAFGLAS Three o 7. P ly 4' or GAF LAS Pl Deck: C -15/32 Cep Sheet: One la Yer of TYPe G -3 "GAFGLAS G Y Insulation: One or more la Incline: oral Surfaced Cap Sheet", perlitetion: O n e or re layers erlite• glass fiber, iso 1.0 in, min (offset from perlite /urethane comanurate, Base Sheet One or pl y wo od • urethane, Memb more layers f aints Type 61, G2 or G3. 6 in composite, phenolic, Membrane: One or Ye s of "Ruberoid T m ore layers of "Ruberoid Torch" °Ruberoid Mop Plus" (granule), "Ruberoid Mop" or ► Ca "GAFGLAS p lus" (granule). (smooth granule). P Sh Mineral Surfaced Cap P" (smooth or granule) or 8. Dec k: Sheet: Insulation P Sheet, hot mopped. fiber, i ( One I ncline: 2 or FG(AS Flashing" Y be hot mopped or m echanically I ^^ g " " o r "Ruberoid" may ureth ane A. B or C systems listed below aY be used for flashing ; thick men 'perlite" is referenced g n any of the Class Base other UL Classified this includes • 'GAFTEMP p ply S lag are suitable alternates insulation.. Crushed stone or s ER B or C systems listed. for r or an i Memb ems.. I aural cement fiber buildin 9 ave( in any of the Class A, as a deck in the following Class A oraCesystemsfisted�tvere NC. The use of gypsum board under any C-15/32 be included does not adversely gypsu effect the y of the following over or C S s t ms d + s n o t acceptable alternate effe tot insulation The use of 1 g Class A, 8 or C The ce e of over /2 ' min gypsum systems and d uce of polystyrene t y r ene insulation board between decks. board d suitable alternate for paper (perlite /rosin paper/polystyrene/ ken min 3 /4 ' Pertite board systems. isocyanurate board in perk 1 D Insulati fiber, is urethane thicknes t o following Class A leg o a Ply 6" Ply She GAF'EMP Isotherm RA ", "GAr7EMp T l Composite A" may be substituted for an spared folowin Isotherm RA" and "GAFTEMP • Trumbull g C lassifications. y 'socyanurate insulation in System Derma Mop" may be uti i any of the GAFGLAS th HCiremofin4 Aspha r zed with any of the following ^q =3v Dr u Base Y.-lee: spnalt Felt i • "ot o, f+ Class q ma`/ be used in any of the following mama = as ='alt. for use with o ,a Bic a d d (ass fens or ,�, Membrane: • Ruberoid io e p;rumen Ruberoid Deck; _ c Class A Cap Sheet: Incline: 3 r more - ` ,a te, retare,�pe 'te.'isocyanprartee. wood fiber, glass D Insulation 32 Ore Insulation (Optional): - k'_ss. fiber,'isocyanurate compsitep hCe ic, any y `fiber, isoc a Ply Sheet: 'hi phenolic, any urethane co ly Sheet: mopped. r or more layers Type G1 "GAFGLAS Pt 4•• or "GAFGLAS thickness. P Surfacing: ;ravel uAFGLA$ p ( Ply Sheet: eck: C -' - 32 Y � h Insulation P 6 . (Optional): I ncli ne : 2 Surfacing S Insulation ion C urate, ) One or more layers Pertite, wood fiber, - e-ha,e composite, urethane, perlite'i COAL TAR th ss. woad fi b er erLite anu ra te tom Insulation (O composite, glass J-et h e posite, perlite/ 1 ' Deck: C-15 /32 Ply Sheet: Three composite, phenolic, any or more layers Type G1 'GAFGLAS p 4 " fiber, isocyanur Pt Cap Sheet: On Y or - GAFGLAS P( urethane Deck: NC e layer Type G3 "GAFGLAS Y ur compo LAS Mineral Surfs thickness. (Optional): Incline: 2 Surfaced Cap Sheet". Pty Sheet: Three Insulation ( urato, ) One or more layers Ply 6", hot moo 53er, i cya urethane, erlite isoc yanura r te e compo s i e ber, glass Surfacing: Grave Tax composite, wood fiber isocyanurate composite, Ply Sheet: T, o or more !a pef<1i COM w Phenolic, 2 in. n layers Type GI 'GAFGLAS 1. Deck: NC CaP Sheet: ;r ( LAS Ply 4" or "GAFGLAS aver Type f LAS Ply Insulation (Qptio Deck: S C ype G3 "GAFGLAS Mineral Surfaced fiber : nsulation: cad Ca 2 (n, max. e or two layers In 1/ 2 P S Ply Sheet Three o Y 'Isotherm R ", 4 in. max, hot m Surfac °Pped 9: Grundy gal/sq. LOOK FOR ON PRODUCT R MARK ING MATER at e, urethane, „, a p a yers perlite, wood have compo site, wood fiber composite, Hess. ber 'isocyanurate composite, glass Sheet: Two Posite, pheno(crlan/ heel °f more (aye's of Type G2 or G3 any (Optional): One y o s more re layers of Type G 1. rave: more layers r Ruberoid Torch Plum (granule), f Rube o;�d Mop" (smooth or ran .'Ruberoid Mop Plus" (granule). Cap Sheet: " °P.. (smooth or granule) GAFGLAS Mineral Surfaced anule) or e° aP hot mopped. eck: C- 15/32 Class 8 on (Optional): One or Incline: 3 -, / on ai (Optional): urethane, more layers perlite, wood composite, reed fi peftlteiisocyanurate composite, fiber, glass s. socyanurate com Ljc any t: Two Posite, phenolic, any 0 or more layers of Type G1 "GAFG LAS Pty 4 or "GAFGLAS Insulation t Ca Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap ion (Opional): One or Incline: 3-1/2 fiber, i Sheet", hot mopped. ion (Op io , more la urethane composite, urethane, yers partite, wood fiber, posite, w PerGte:'isocyanurate composite, glass thickness. wood fiber/ isocyanurate composite, Base Shee iw Posite, pefl'te/ c or more Phenolic, an Memo : :no re - layers of 'roe G 1 � any 63. P p(u (granule). ! .aa s of (granule), 'Ruoeroic Torch" One or h r ( smooth or granule:. Mo P G �5 al Su .GA �Ruce: id Ho (smcctr, or granule) or ". aces Cap 5 - by Class C m0 poed. n Opa en ul) ' One e or more layers e, wood fiber, aur e, wood fiberesccyanurate composite, cote, phenolic. L y rue or a Posi -e, phenolic. any more layers of Type ?ly4 "or.. ''Sp Roofing "GAFGLAS g Bitumen" 20 lbs; "sq. FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A tional): One Incline: 1/2 ate, or more layers perlite, wood fiber, urethane, perlite /isocyanurate composite, glass o composite, perlite/ site, wood fiber /isocyanurate or more posite, Phenolic, any Ped with la yers of Type GI "GAFGLAS Ply 4" or "GAFGLAS I coal tar bitumen, BINATION HOT AND COLD SYSTEMS Class A Hal): One or m Incline: 2 ore layers perlite, wood fiber or glass r more layers of TyCe 61 'GAFGLAS ?fy 4" or `GAFGLAS industries "al .M3 Aluminum ,Roof Coating" at 1-1;2 -GLAS® Specifications I-B-4-M/P6, I-B-4-M, and NN -B -4 - M Non- Nallable Deck or Acceptable Rool Insulation r Sleet_ _ Lap -' - GAFGLAS Base Sheet (see below) GAFGLAS Ply Rooting Asphalt GAFGLAS Mineral Surtaced .Cap Sheet r Side Lap orth, South & West Zones oncrete, precast concrete) accdeptable roof per foot slope. Poured of nsulation Materials applicable) GAF Materials Corporation Asphalt/Concrete Primer (when app Base Sheet GAFGLAS Ply (2 plies) GAF Materials Corporation Roofing Asphalt Interplles Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Approximate Weight per Square Plus weight of insulation and fasteners. 180-290 lbs.' Specifications Oesign and Application Considerations detailed in this Manual shall apply in General addition to the following recommendations and specifications. Application of Roofing Membrane one ply of Base Sheet, lapping each 1. Starting at the low point of the roof, mop sheet into place providing for 2 inch side laps and 6 inch end laps. (See 'Special Instructions' below.) two plies of GAFGLAS Ply shingle 2. Starting at the low point of the roof, mop fashion; lapping each sheet 20 °/e inches over the preceding sheet; solidly mopped to the underlying base sheet to provide three plies over the entire roof area. Asphalt Requirements applied in a Base sheet and interply moppings of Roofing Asphalt must be app continuous film and shall consist of approximately 25 pounds per 100 square feet roof roof te asphalt for the slopes i 20% e or minus. The app involved must used. Slope per foot Upto3' 3" - 6' Asphalt Type Steep ASTM Type III HT -Steep ASTM Type IV On slopes up to' /2 inch per foot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing the application AppG ons on page 20, so the laps are offset from the aps ply instruc sheets. Special Instructions 1. For roof slopes of 1 inch per foot or more, all plies must be back-nailed 4 inches into wood nailers. See 'Installation on Steep Roofs; page 2. Acceptable Base Sheets include: GAFGLAS STRATAVENT be Perf or (w h Is laid dry, i.e., it is not mopped in, see 'Venting Sy PLY AF GAFGLAS Ply 4. For insulated decks there a e erestrictions. See S® PLY , 'Roof Insulation; pages 10 -11. 3. For decks ed may as be used t with as the base sheet in place of overlay board of STRATAVENT' Perforat may mum V oERMALITE ®Rea o °GAFG V.' L STRATAVENT Venting (See "Roof Insulation;' pages 10 -11 and the Systems and Construction Details" section beginning on page 53.) UL Classification UL Chart Key 1. Substrate C = Combustible and Noncombustible (min.' inch thickness), Combustible = Wood planks, boards, etc., plywood oriented strand board (min.' /2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural wood fiberboard, concrete, lightweight insulating concrete, gypsum, 2. Slope Maximum slope allowed, in inches per foot. 3. Insulation 3A = Optional, GAFTEMP PERMALITE®, Isotherm and Composite (periite side up) Insulations. Guarantees Available S ecification Ube Guarantees I-B-4-M/P6 20,15 yr. ' ' .12,10, 5 yr. I -B -4 -M and NN -B -4 -M PERMIT APPLICATION FOR MUNICIPALITIE.S OF DADE. COUNTY (OWNER TO RETAIN COPY) Date //- /-- 9 1 Job Address q q k) , c) Tax Folio // 3-2M 3tO /60 l) Legal Description .2 Owner's Address CA 9. c) Contracting Co. Qualifier State # 0 0. g Architect /Engineer Bonding Company Mortgagor Permit Type (circle one): OWNER'S will be d Furtherm Signature Dates PERMIT FEE: APPROVED: Owner / Lessee / Tenant , 5I\ P yr\ t:\ . E. cln Competency' ) ! Ins. Co. 1,0) Hl 6+ ay/10F 02 r f, F i her ig s C anl port C' JflG .sri h n Square. Ft. A Estimated Cost $ 2 / u oo, D D WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE S DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF Y( 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, ar on the attached addendum (if applicable). I certify that all work will be performed to meet t} standards of all laws regulating construction in this jurisdiction. I understand that separat permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. 4 i L". L/A J .Il VIT: I certify that'all the foregoing information is accurate and that all won in compliance with all applicable laws regulating construction and zoning authorize the above -named contractor to do the work stated. Owner and/or Condo President Notary. as ;co Owner and /or Co @Agent My Ccm iss3.an Ex� p Y PUBLIC. ST ,y. ./. !MISSION EXPIRES: OCT. 10, 1993• 7. if - , - * BONDED*HRU NOTAR* UBLIC UND *WRITE lar Phone ri s LI - ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SI Fire c - • Zoning Mechanical Plumbing i� fl�e Master Permit. 0 3/f76 Address 2 S , A) ; L4 . q i ST ssD L(o S -al - R &a Phone 1 7 c 1 -03> Address Address Address Building "o 1))M! Date: // -f- / Signature of Contractor .or Owner7Builder Notary a - to Contractor = or O;lo �-�t�� 'der My Commission p��11 STATE QF I FL f�R 98a * * �A"S�ON EXPIRES: OCT. 1 ?a *ONDED THRINOTARY PU( dC UNDERW$i Other Electrical Engineering BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must bc kept at building during progress of the work. Owners Name and Address. 4, lie c,.-1/EL eo /It ._._._ ... No ?? 0 ..... Street-Et loo ST, Registered Architect and /or Engineer Name and address of licensed controctor Permit No Disapproved (Signed) MIAMI SHORES VILLAGE ilding Inspccto C422011 �Uo era e- Ca . j / wc , 30J GJfflVEL Location and legal description of lot to be built on: Lot Block Subdivision q Street and Number where work is to be done 1 ? N'E /oc 57--, - •.� _ -.-.-- State work to be done and purpose of building (by floors) Re -1&9F. - A 14 4_3 I covFL and for no other purpose. New Building Remodeling Addition Repairs No. of Stories 1 _ To be constructed of Kind of foun ation Roof , 9overing C-Pef{VEL Estimated Total cost of improvements $ (3)' 00 Amount of Permit $. • 00 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent 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 bcontra s, on to be per formed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). ... STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 7 Date 7 t— 7 Chairman Member Member Council Approved Date Read, Sworn to and Subscribed before me. PLANNING BOARD ..... .DATE . Tit/ - , 11 AM meit Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re fee of x1.00 will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. has been obtained from for inspection oe faulty Disapproved �/ (Signed) Chairman Member Member MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application• is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work.. u Date - , ,19. �?.�(. Owner's Name and Address DR A r .21lc 1- boot No 9 / p 1 d street lY. /00 ST Registered Architect and /or Engineer �} Name and address of licensed contractor. ._C f J IeOOP(/NG a lac.— 3o/ 11/w 7/ , f inn( Location and legal description of lot to be built on: Lot Block Subdivisi$n Street and Number where work is to be done / U N 0 S r. Dat State work to be done and purpose of building (by floors) let- goof 4 A/EW I4PQ/7(#4/ ,1vEL to V SNINGL E / T ` I LL ga El New Building Remodeling Addition Y Repairs No. of Stories To be constructed of Kind of foundation Roof Coverin: Estimated Total cost of improvements $ /700 • 00 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 Member Member Member P ANNING BOARD DATE Read, Sworn to and Subscribed before me. jT and for no other urpose. &J?AvE1. d S/h 'LE pIE The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of ork such public notice or notices as are required by the Act. The undersigned agrees to employ only sucj.contra on w o performed under permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are truj. Permit No ` i ----- Date Notary Public, State of Florida Building Inspec 1 My Commission Expires Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Architect Contractor or Builder Legal Description Lot Address of Building MIAMI SHORES VILLAGE, FLORIDA DATE * 19 PERMIT N° 5323 Contractor's a License No Owner of r .+ Building .r. CONTRACTOR OR BUILDER Work to be performed under this Permit z U, B1 „� Value of Amount of d' Project $ _ •� Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed- #`sr, INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance 'with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ao cepting this permit I assume responsibility for ell work done by either, myself, my agent, servant or employee. .te Subdi- vision Owner's Name and Address__ STATE OF FLORIDA, COUNTY OF DADE. j ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be gilt on: Lot Block Subdivision Street and Number where work is to be done 2!l ® 6e, I. m State work to be done and purpose of building (by floors) ' i n, / 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 $ _ ° b° .Amount of Permit $• Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks____ (Signed) Date Date ( / , 19 61 Street_h Ai o /t , No Read, Sworn to and Subscribed before me. Disapproved p Date Notary Public, State of Florida (Signed) -- " ( --- - " (1 ' Building Inspecto j � My Commission Expires //eo4" I. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No JO PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made fok 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 workmansrip. HUILDING ELECTRICAL PLUMBING ''OFING Owner of Kuilding MIAMI SHORES VILLAGE. FLORIDA CI ❑ DATE " 195 " ❑ PERMIT N° 6 619 Contractor's Z .� License No. architect - 2ontractor fi ,,.., :r Builder egal Lot Description Address of 3uilding 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 dawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any Lime if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is ;ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations Pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work 3one by his agents, servants or employees. In consideration of the issuance to me Pertaining thereto and in strict conformity with .epting this permit I assume responsibility for ' sue_ �/' ,. ,ff b- ' CiNTRACTOR OR BUILDE O Work to be performed under this Permit Bl. Signed. R INSPECTOR I of this permit I agree to perform the work covered hereunder in compliance with all ordinances and - regulations the plans, drawings, statements or spec fications submitted to the proper authorities of Miami Shores Village. In ac• all work done by either, myself, my 6gent, servant or employee. BY Subdi- vision Value of Project $ Amount of Permit $ AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Lot Description Address of Building i a MIAMI SHORES VILLAGE, FLORIDA n PERMIT N? 12213 f I Work to be performed under this Permit CONTRACTOR OR BUILDER • BL _ Subdi- vision Value of Project $ DATE ' + j 195 Contractor's License No Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance' with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or ih the statements or specifications and than he assumes responsibility for work done by his agents, servants or employees. Signed. x +_ ,« BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY