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139 NE 96 St (6)i j PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date l 6 - � ' " Job Address / 3 C, 2/, . ?',5 Tax Folio //, , © 6 3 600 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Master Permit # Owner's Address '6'4/ %' , Phone Contracting Co. e�°=� �/�u� f � m Address / Z-. , � 2_, Qualifier ip' SS# ? State # CC p Municipal # Competency # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION %�� — As-4,, 't' PJ,0 17, -; /4 it k5, Of kir clown tP/c'rr r- (- op Square Ft. 6 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 to do the work stated. of owner and/or Condo President Date Notary as to Own or r• ° q.resi TO �u My Commission Expires. ^ .. �x . ° ®N a, 1 999 � Ape ®p vO FEES: PERMIT t��' 6O RADON C.C.F. rill NOTARY APPROVED: Zoning Building Electrical 7Y)117 Mechanical Plumbing Engineering Estimated Cost (value) . Ins. Co. �o y Signature of Contractor o - caner- Builder Notary as tconttactor or OwnerBuildir ,„ '` Date My Commission Ee '" & "" 4 e000500 "ossrsu+w°O , 4. zanoitiooki Olaisoly 0, 4 4d k �y ti ° BOND . 7 TOTAL DUE era Q Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: 5 if Pv7 ow Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof Job Address: /3 /1 • ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE e roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft �C Sloped Roof Area (ft Total (ft Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): ROOF HEIGHT AND SYSTEM DETAILS af•K /nom (Draw details as needed) e_11/4A et riy'S 1 4z/if 9¢ /10 Ft. A V Ft. A V Deck type: 4,, Fastener Type: //%0" r,) / + 4L Field: 7 / ATTACHMENT SPACING r/ Perimeter: i Corner: 6 ir, DETAIL 1 & 2 3x3 Ec e .�e�i // r r r ROOF PLAN 123.01 -78 9/96 Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? MEAN HEIGHT Deck type: z Underlayment: Insulation: Fastener type & spacing: Cap Sheet: D E T A I L 3 SLOPED SYSTEM DESCRIPTION 12" ROOF SLOPE Roof CCovering: i Drip edge: 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 (Pmax1: X (Aerodynamic Multiplier): ) - M (Pmax2: X X (Aerodynamic Multiplier): ) - M (Pmax3: X X (Aerodynamic Multiplier): ) - M TILE CALCULATIONS = M = M PCA: PCA: = M PCA: Page -2 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING PRODUCT ('ONTRfI Nil I'IC• , n !. A C CE.ErANCE MIAMI, FLO OAL33130 - GAF Materials Corporation 1361 Alps Road (305) 37S -290 FAX (305) 375.2908 Wayne, NJ 07470 INTERNET; mdcc01 ®shadow.net Your application for Product Approval of: GAF Conventional Built -Up Roof Systems PRODUCT CONTROL SECTION under Chapter 8 of the C■letrupulitaii Dale County Code (305} 375 -2902 use FAX (305) 372 -6339 Types of Construction, and completely described in the `plans 6 specifications and Alternate Materials and calculations as submitted by: Dyaatech Engineering, loc., Factury Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended fur acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -98 and the standard conditions on page 99. 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 lion' a jubsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, Modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the rtlartutactuner. ACCEPTANCE NO.: 21 EXPIRES: 111 %97_ APPROVED: 03/14/96 Revises Nu.: 94- 1014.01 METROPOLITAN DADE COUNTY. FLORIDA METRO-DADE FLAGLER BUILDING aul Rodriguez Product Control Division Supervisor THIS IS THE ('OVE1 1i1;:1 _SE:LA) 1 'l 101{ SPECIFIC AND GENERAL, COND1 ?S l )1Nr CODE COnIn11fEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building CuJe. Cun'uittce to be used in e: D, Florida under the conditions set forth above. County, axles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County I Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODtll:1 CON 1'ROI. NU11C:E OF ACCEI''CANC:E ROOFING SYSTEM APPROVAL Category; Membrane Roofing System Sub-Category Built -Up Rooting Typei Conventional Sub - Type; Fiberglass System Description GAF Materials Corporation, a manufacturer of commercial rooting products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen rooting systems. In addition, GAF offers two ply modified systems to meet the demands for multi-ply SBS and APP modified specifications. GAF provides warranted systems over various insulated and nun - insulated substrates, copies of which can be obtained from GAF and can be found m the "(1AF(iLAS guilt -lip Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively toted 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 fur assemblies ate listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guido. 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 -41 1. Contact: William J. Woodring Director of Technical Sctvices (201) 62S-4134 7 Franc: Zuloa;a 1'I,us Examiner, Product Control No.: 95- 1003.03 Product Control No.: 95- 1003.03 Approval Date: elarch 14. 1996 Expiration Date: Nov. 10. 1997 ontrol Division 1• Insulation Tvpel: Basalt Wool Per lite Poly isocyanurate Composite Board Wood Fiberboard Iligh Density Wood Fiberboard Rockwool Material align Pressure Wood Steel Concrete Lightweight Concrete Cementitious Wood Fiber Poured Gypsum Concrete Nlaxiinum Design Pressure Maximum Fire Classification 5 psf 192 psf -45 psf -45 psf -45 psf Material S j;liiitL�:tiis?ll Wood Steel ' ass 'A Concrete Class 'A' Lightweight Concrete Class 'A' Cemcntitious Wood Fiber Cl •A' Poured Gypsum Concrete Ctas, 'A Frank "Luluag a _ Plans Examiner, 3 uJuct Control Nu.: 95- 1003.03 Note: Fire classifications and maximum design pressure du nut r41 all assemblies over all deck types. Review system listings fur design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. ontrol Division Product • Dimensions GAF Mlaterials 5, 55 gallons Corporation Asphalt Concrete Primer GAF Mineral Shic1,149 60 Ib. bags Granules GAF Materials Corporation lctblak AU Weather Plastic Cement GAF Materials Corporation Plastic Cement GAF Materials 5 gallons Corporation \VeatherCoatis) Emulsion GAF Materials Corporation Fibered Aluminum Coating GAF Materials Corporation Jetblak All Weather Plastic Cement pAFGLAS M754) Y x 108' Base Sheet 75 Ib. roll ' GAFGLAS Ply 649 GAFGLAS Ply 4 TRADE NAMES OF PROI)IiC:IS n1ANII FA(MitEDOR LABELED BY A 1'I'LIC:AN 1' I, 5 gallons 1, 5, 53 gallons 1, 5 gallons 1, 5 gallons 3' x 180' 45 lb. roll 3' x 180' 40 Ib. roll Test ��jticali��ll AS1'M1 1) 41 ASIM1 1) 1803 ASTM D 3019 ASTM D 3409 AS IM 1) 2824 ASTM U 3019 ASTM 1) 3409 AS'I M D 2178 P oduct Control No.: 95- 1003.03 Product Description Asphalt concrete printer used to promote adhesion of asphalt in built -up routing. Uranules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield ranules shall be used for flashing applications only. Retitled asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wct and dry surfaces. ASTM 1) 4586 Trowel grade, asphalt plastic cement. AS NI 1227 Surface coating for smooth surfaced fouls. Frantic Zuluaga Plans Examine 4 Fibcrcd aluminum coating. Relined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM U 4601 Asphalt impregnated and coated glass neat base. Miele. ASTM l) 2178 Type VI asphalt impregnated glass felt with asphalt .rating. Type IV asphalt impregnated glass felt with asphalt coatin ontro product -- GAFGLAS' r I Mineral Surfaced ".p Shed•' [)imensions 3'x36' 76 Ib. roll GAFGLAS4.) 3' x 36" Strataventt (Vent 69 Ib. roll Ply) for nailablc decks GAFGLASt Flashing various GAFGLAS(19 3' x 36" Strataventt (Vent 60 Ib. roll Ply) Perforated GAFTEMPO Isotherni R GAFTEMP1J Composite GAFTEMP' Fiberboard GAFTEMP3t) Permalite® GAFTEMP® High Density Fiberboard GAFTITEG #12 Standard Roofing Fastener GAFTITE0 #14 Heavy Duty Roofing Fastener GAFTITEQ) Base Sheet Fastener and Plate various various various various various Pest Specification AS 1 Al l) 3909 ASTM1 D 4897 D 3672 Proprietary ASTM D 4897 D 3672 PA 110 PA 110 PA 110 PA 110 PA 114 PA 114 Frank Zuloaga Plans Examincr,L • 5 1'IJJuct Control No.: 95- 1003.03 Product Description Asphalt cu.tted, glass fiber mat cap sheet stn laced with mineral granules. Fiber glass base sheet impregnated and coated on both sites with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Asphalt coated glass fiber mat flashing sheet avaii.tbic in three sizes. Fiber glass base sheet impregnated and coated un both sides with asphalt. Sul faced on the bottom side with mineral granules embedded in asphaltic coating. Puiyisocyanuratc foam insulation. PA 110 Pulyisocyanurate foam insulation with high density tiberboatd or Permalite per lite insulation. Fiberboard insulation. Pi. rlitc insulation board. I ligh density wood fiberboard insulation. Insulation fastener for steel and plywood deck. PA 114 insulation fastener for steel, wood and .wucrete decks. Base sheet fastening assembly. ntrol • tvt 1 est Product Product aLWsl1i1.i 11i S ltsl,tlt.Ltu Description Galvalumc Plates 3" anti 3 Y" PA 1 1 3 Round galvaluute stress plaits. NTB Fasteners Polypropylene Plates 3" and 3 %:" RubcroiJ , 20 1.5 sq. roll Ruberoidg, Niop 1 sq. roll Granule 103 lbs. Vent Stacks (metal and plastic) 1'A 114 I for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 ASTM1 1) 5 l3 7 ASTMI D 5147 PA 100(A) AS'1h1 1) 1929 ASTht D 635 Frank Zuloaga _ Plaits Examiner, 6 1'todu_1 Control No.: 95- 1003.03 Round pul) prop) lane stress plates. SI3S modified asphalt base sheet rcinfutce with a glass fiber neat. Note -woven polyester mat coated with polymer modified asphalt and surfaced %% id' mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic:. antral Division It I'1 uduct Product Din: Lcalitam St_ �� Description --� 1 �.scriptiutt ■lauufacturer Pyrox various PA 110 Polyisocyanurate tarn Apache Products Co. insulation (with current PCA) ACFoam I various PA 110 Pulyisocyauurate tuann Atlas Energy insulation Products (with current PCA) ACFoam 11 various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (w ith current PCA) Celcore PA 110 Cellular insulating concrete Ccicorc, Inc. system (with current PCA) Hy-Therm Nail -line various PA 110 Polyisocyanurate foam Cclotex Corp. insulation (with current PCA) Hy -Therm SP various PA 110 Polyisocyanurate foam Cclotex Corp. insulation. (with current PCA) Hy -Therm AP Fly -Therm Stable R various various PA 110 Hy -Therm White various PA 110 Line TRADE NAMES ut. 1 US 11 i..tvut...C: ruttt:u ut• O UIERi PA 110 Pulyisucyanuratc foam insulation VaporBar GB 36" x 108' AST l D 4601 Ci2 tiberglas bast: sheet Celotex Corp. (with current PCA) Anchorbond Fastener r Dekfast Fasteners #14 PA 114 Product Control No.: 95 1003.03 Pulyisucyanurate foam Cclotex Corp. insulation (with current PCA) Celotex Corp. (with current PCA) Polyisocyanurate foam Cclotex Corp. insulation (with current PCA) Insulation fastening Celotex Corp. assembly (with current PCA) PA 114 Insulation fastener tin steel Construction and concrete decks Fasteners Inc. Frank Zuluaga Plans Examine , 7 Product Dekfast flex Plate 2 7 /8" x 3 1/4" Dekfast Lock Plate 3" x 3 1/4" Dekfast Fasteners #15 Dekfast Fasteners #12 TPR Elastizell FM -30, FM-45, FM -60, FM -90 Fasteners Nail -Tite Type 'A' Nail -Tito Type 'R' ISO 95+ Composite utttsnaisut, Test P t u d u c t SuiitLaiQU PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 PA 114 PA 114 PA 114 PA 110 Pescriptto (ialvalunte hex stress plate. Polypropylene locking plate. • Insulation fasteners for concrete decks Aluminum fastener for lightweight, gypsum and tcctunt decks Galvanized steel base ply fastener fur lightweight concrete decks Galvanized steel base ply fastener for lightweight concrete decks Polyisocyaiturate / perlitc ridged insulation Franc. Zuluaga Plains Examiner, 8 Piodti t Control Nu.: 95- 1003.03 (•lauutacturer ontrol Divtsto Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Insulation fastener fur steel Construction and wood decks. Fasteners Inc. (with current PCA) Creative Construction Cutnponents (with current PCA) Cellular insulating concrete Elastizell Corp. system (with current PCA) Base ply fastening systems ES Products, Inc. for lightweight concrete decks (with current PCA) ES Products, Inc. (with current PCA) ES Products, Inc. (with current PCA) Firestone (with current PCA) Product r �- Asphalt Asphalt Primer EPS Roofing Nails Tin Caps Type X Gypsum various Type X Gypsum various al MB aluminum roof coating Dens -Deck various Product Control No.: 95- 1003.03 Test !' UJuct [lintensiunl Sitelit1 jitiii �11,11ailtiltu Q.4initf,aci11t ASTM t) 312 Type 111 ur IV I lot asphalt generic bitumen adhesive ASTM l) 41 Asphalt Printer generic various PA 110 Exit tided polystyrene generic insulation lligh Density Wood various PA 110 Fiberboard PA 121 Min. 32 ga. x Wood tier insulation generic board Oriented Strand various PA 110 Board Oriented strand board generic Pelite/Urethane various PA 110 Perlite / urethane composite generic Composite board insulation Perlite Insulation various PA 110 Perlite insulation board generic Polyethylene 4 mil min. Vapor barrier / Air barrier generic Red Rosin various Rosin paper fur barrier generic layer ou wouJ decks Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Corrosion resistant circular generic discs. Fire resistant rated gypsum generic Fire resistant rated gypsum generic Aluminum roof coating Grundy Industries (with current PCA) PA 110 Gypsum insulation board. Georgia Pacific Frank Zuloaga Plans Examiner, 9 antral Dtvtst Test N uduct Product [1imc Spcciikatislu j ls�l iUt1 #12 Roofgrip PA 114 #14 Roofgrip PA 114 GripJck Fastener l'A 114 Hexcel Fastener PA 114 Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc Con -Tice N.T.B. Magnum PA 114 3" round PA 114 various PA 110 various PA 110 various PA 110 PA 114 PA 114 Insulation fastener fur steel ITW Buiidex ur wuud decks (with current PCA) Insulation fastener steel, wuud Ur concrete decks Insulat1U11 fastener Insulation fastener Insulation fastener and metal or plastic plate Polyolctin plastic plate Polyisocyanuratc foam insulatiom Pulyisucyanurate foam insulatiun Pulyisocyanurate foam / rockwool composite insulation Concrete deck insulation fastener Glass reinforced nylon fastener fur use in gypsum d cementitiutts wouJ fiber decks. Frank Zuloaga Plans Examiner, !0 Product Cuutrul No.: 95- 1003.03 Manufacturer ITW Builder (with current PCA) . ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Pcrmalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) ontrol Divtslo N.T.B. Plastic Plate 3" round N.T.B. Plate Olympic Standard 3" round Olympic Fastener #14 Product N.T.B. Spin Weld Plate Olympic Polypropylene Olympic Fastener alt Olympic Fastener { 2" round 3.25" round PA 114 PA 114 PA 114 Te st SAs sills zli11u PA 114 PA 114 PA 114 PA 114 PA 114 Product Ls riptiw Product Control No.: 95- 1003.03 OP Manufacturer 2" round anwrphorus nylon Olympic locking plate fur use. %%ith Manufacturing N.I.B. tastcucts with 1" Group, Inc. head (with current PCA) 3" round pulyprupyienc stress plate for use ith N.f.13. fasteners 3" round balvaltttttc AZ55 plate fur use with N.T.B. fastener; 3" round balvatume AZ55 steel plate Insulation fastener Polypropylene plastic plate Insulation fastener Insulation fastener Fronk Zuloaga Plans Examinee. // Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) ontrol Division Product Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener GlasFast/Striker Paroc Base Board various Paroc Cap Board various Multi -Max various Multi -Max FA various UltraGard various lnsul -Fixx Fastener Insul -Fixx P P awl Drive Lthar 3" round P est Succity i t PA 114 PA 1 1 4 PA 114 PA 110 PA 110 PA 110 PA 110 PA 110 PA 114 l'luduct Vescript1011 Insulation fastener assembly fur I3asc Sheet fastening only Insulation fastener assembly with recessed pl.,stic plate Iuslllatiun fastener assembly and metal plate fur use over wncrete decks Frank Zuloaga Plots Examiner, /2 l'wJuct Control No.: 95- 1003.03 Manufacturer; Olympic Manufacturing Group, Inc. (with current PCA) Owens- Corning Fiberglas Corp. (with current PCA) Owens- Corning Fiberglas Corp. (with current PCA) Kuckwuul insulation Kuckwuul insulation Pulyisocyanurate foam Rmax, Inc. insulation (with current PCA) Polyisucyanurate foam Rrnax, Inc. insulation (with current PCA) Panel:, Inc. (with current PCA) Partek, Inc. (with current PCA) Polyisucyanurate foam Schuller insulation International Inc. (with current PCA) Insulation fastener for steel SFS /Stadler and wood Decks (with current PCA) PA 114 3" round polyethylene SFS /Stadler stress plate (with current PCA) PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck (with current PCA) ontrol Dlvls Product Rawl Fasteners #12 Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawl Spike Rawlite Rawlite 3" Plate 3" round PA 114 202 HS Super Prep 11 Tru -Fast DL t't duct Cutittul Nu.: 95- It103.03 fest l ruduct [ )iutcitst . pt ILls6;lllsttt ) U uufa furor PA 114 PA 114 2" round PA 114 3" round PA 114 PA 114 PA 114 PA 121 PA 121 lnsulation fastener fur steel and wuud decks lttsulaiiult fastener fur use in steel, wuud ur cu1ccrete 2" tumid galvaluule AZ» Itlelltblallt: plate 3" round galvaluntc AZ5S bteel plate Insulation fastener fur CClllcnliriuns and gyp decks 3" round galvalunte AZSS steel plate for use with Rawlite fasteners Roof coating Rouf coating Frank Zuloaga Plaits Examiner, !3 The Rawlplug Company Inc. (with current PCA) The Rawlplug Cunlpany Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Insulation fastener and steel The Rawlplug and plastic sttcbs plate: fur Cumpany Inc. concrete deck (with current PCA) The Rawlplug Cwnpany Inc. (with Current PCA) The Rawlplug Company Inc. (with current PCA) Thermo- Materials, Inc. (with current PCA) Thermo- Materials, Inc. (with current PCA) PA 114 Insulation fastener for steel, Tru -Fast ur wood (with current PCA) ontro1 Division Product �. It I'tuJuct Liinei �us�ifi�;iti� Oeacriuligu ►■tanufacturta Tru -Fast Plastic 3.04•' ruund PA 114 Platt 3.0a•• round polyethylene 1'ru -Fast plastic plate (with current PCA) Tru -Fast NIP -3 3.23" round PA 114 Tru -Fast I ID PA 114 Tru -Fast Ultra Tru -Fast Ti. Tru -Fast DP Tru -Fast TP Tru -Fast CF Fasteners Insulcel Structodeck 1'A 114 PA 114 PP 114 PA 114 PA 114 PA 110 various PA 110 3.23" tumid galvaluinc Tru -Fast AZ50 4tccl plate (with current PCA) Insulation fastener fur use Tru -Fast in %tuuJ, steel or concrete (with current PCA) decks Stainless Steel fastener fur Tru -Fast use in steel, wuuJ and concrete decks Glass reinforced nylon Tru -Fast fastener fur use in tectutu ur (with current PCA) gypsum decks Instil:Mutt fastener fur use in otceI ur wuuJ decks Insulation fastener fur use iu steel ur wuud decks Insulation fastener fur concrete decks I ligh density wvuud fiber l'ruJtict Control No.: 95- 1003.03 (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru - Fast (with current PCA) Cellular insulating concrete W.R. Grace system (with current PCA) Wood Fiber Industries (with current PCA) Frank Zuloaga A. Plans Examine '�"'M ontrol Division 14 a • Test A>:el►cv/Identifter Factory Mutual Research Corporation Underwriters Laboratories, Inc. Uynatech Engineering, Inc. 3600.02.95 4482.02.95 fl■1Rc 1994 J 1. a0T4A 1.AN1 J.I. /<LV8A4.AN1 J.I.#IRIA6.AAl 1.1. #01`2Q4.A1\1 1.1. #0Q6A6.AA1 J.I. #3X3A2., J.l. #O1'9Q5.Ah1 R1306, 87NK 1 18 19 Icst ItcIturts Is1�2Li Curran Insulation Faatcning Rcyuit einents Uplift Approval Uplift Approval Uplift Approval Uplift Approval Uplift Approval Uplift Approval Uplift Approval Class A Fire Classification Wind llpliti, Small Stale Wind Uplift Frank Zuloaoa Plans Examiner 15 Product Control No.: 95- 1003.03 Data 01.01.94 08.26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 07.29.94 01.01.93 02.02.95 02.02.95 Recover System Limitations: Frank Zuloaga Plans Examine 95 Ph oduct Control No.: 95- 1003.03 Insulation shill be bonded in a hot mopping of approved asphalt applied within the EV range and at a rate of 20 -40 lbs. /sy.. All insulation shall be bonded to a primed surface using ASTM D 41 asphalt printer. Primer shall be fully dry before application of asphalt. Du out prime base layer if one is present. If mechanical attachment to the de,:k is proposed, field withdrawal resistance testing shall be performed it) determine fastener patterns and density. All testing and fastening design shall be in compliance with Dade County Protocols PA 105 and PA 1 1 7. a. System Type: A; & A - Fastener spacing fur anchor sheet attachment is based on a Alinimum Characteristic Force (F') of 105 lbf or greater as tested in compliance with Dade Cutinty Protucul PA 105. If F' as tested is below 105 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105 and calculations in compliance with Dade Application Statidaid PA 117. b. System Type: A -2: Fastener spacing for anclwr sheet attachment is based on a Alininium Characteristic Furcc (f') of 53 lbf or greater as tested in compliance with Dade County Protocol PA 105. If F' as tested is below 53 lbf, a professional reducer may submit a revised fastener spacing utilizing the aitlidtawal resistance value taken from Dade Cuunty I'rutucul PA 105 and calculatiuus in compliance with Dade Application Standard 1'A 1 17. 3. Nu insulation panels shall be bonded to an existing built up roof with a gravel surface without hull tchnuval of the ghavcf, priming of the surface, and a leveling flood coat of asphalt, ph iur to mopping of the insulation bonding asphalt. All standard iusulatiuu panel sites ate acceptabl fur mechanical attachment. When panels arc: 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 (I:') of 275 lbf. as tested in compliance with Dade County Protocol PA 105 & Dade County Application Standard PA 117. If die fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 4. Existing roof surfaces used as bonding substrate shall be tested for uplift resistance, in compliance with Dade County Protocol PA 124 to the calculated design pressures of the field, perimeter and corner areas, c'ctcrnlincd in compliance with Chapter 2 -- Code. 4110 Qo • • 6. All Syslcin Limitations and Gcncral Limitations shall apply. Product Control No.: 95- 1003.03 5. The moistuic cuntuu in an caiating built -up rouf shall be in compliance with Section 3401.10(m), ( of the South Florida Building Code. Frank Zuluaga Plans Examiner, 'ro uct Control Division 96 General Lintitatiuus: Product Control No.: 95- 1003.03 I. All asphalt shall comply with ASTI\1 D 312 type 11I ur type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Routing 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 /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully inopped. If no recovery board is used the 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 arca 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 maximum design pressure restrictions on spot attached systems. 5. All work shall be performed by a contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 6. in re-rooting applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) ache South Florida Building Code. 7. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 8. 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. 9. Perimeter and corner areas shall have an increase in fastener density for both insulation and base he in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 10. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA III of the South Florida Building Code. 11. 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 subs :•= tion II 'e Application. I Frank Zuluaga Plans Examine 97 •ntro 12. Roll good materials shall be stored on end and on a clan, flat and dry surface. 13. 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 Chapter 3401.3 and 3401.6 of the South Florida Building Code fur maximum fire classification. 14. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt determination Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(ax3) of the South Florida Building Code. 15. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 - 40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 16. Pre- assembled cap nails may only be used for termination of fully 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 anachment of a base sheet. Tin caps are required by the South Florida Building Code. 17. The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 18. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 19. Fastener spacing for insulation attachment is based on a minimum withdrawal resistance value of 275 lbf. as tested in compliance with PA 105. if the fastener value, as field tested, are below 275 Ibf. insulation anachment shall not be acceptable. Frank Zuloaga AtO Plans Examiner,• =trot a ry 98 Product Control No.: 95- 1003.03 GAF Materials Curpuratiuu 1361 Alps RuaJ Wayne, NJ 07470 3. PruJuct Control No.: 95- 1003.03 ACCEPTANCE NO.: 95- 1003.03 APPROVED : March 14. 199 EXPIRES ; dov. It). 1997 dOTIrF OF 4(' FpTlN('F ST; ilL R1) ONI)1T1pN$ 1. Renewal of this Acceptance (approval) shall bc considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 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 produce 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 th.: 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 tiling of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any otter 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 bc cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1 through 99 . END OF TIIIS ACCEPTANCE Frank Zuloaga Plans Examiner, 99 ntro 0 .beck Type 1: Wood, Non - insulated beck Description: " / or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: i 075,.. GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVENT® for a Itatte decks, or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 '/ tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the of the sheet in the field. Ply Sheet: Cap Sheet: Two or three plies o GAFGLAS® PLY 4 or,GAFGLAS® PLY 6® ply sheet adhered in a full mopping o p f It applied within the EVT range and at a rate of 20 -40 IbsJsq.. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved a sp rangeand at a rate of 20 -40 IbsJsq.. t roauci C=onrroT NO. Y) -TWFMJ 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 Fibered 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 lbsisq., respectively. Maximum Design Pressure: -55 psf. Maximum Fire Classification: 'A'. See General Limitation /2. Maximum Slope: 3 ":12 "; See General Limitation 13. Specification No.: N- B -3 -C, N- B -3 -G, NFB -4 -M, N-13-4M/P6, N- B -4 -C, N- 8- 4 -C/P6, N- B -4 -G, N- 8- 4 -G/PG, N-8-5-C, N- B- 5 -C /P6, N- B -5 -C, N- B- 5 -C /P6, N- B -5 -G, N- B- 5 -G/P6, N- B -5 -M, N- 8- 5 -M/P6 Frank Zulna g a AO/ : Plans EIaminer, "'�� Uiviston 27 't3AFGLAS" Specifications N - B - 4 - /1 and N - - - Specifications General Application recommendations detailed on pages 17.20 shall -apply in addition to the following recommendations and specifications. Application of Rooting 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. tapping each sheet 2 inches at edges and not less than 6 inches at end taps. 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. Staving at the low point of the root, mop Iwo plies of GAFGLAS Ply 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 mappings 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. Scope per toot Up to 3' 3 6' Asphalt Type _ — Steep ASTM Type III - - -- HT -Steep ASTM Type IV On slopes up to V. 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 =auctions on page 20. so that the laps are offset from the laps of the ply sheets. Special Instructions 1. See recommendauons for use over gypsum decks on page 9. 2. Acceptable GAFGLAS Base Sheets include: STRATAVENT' (Vent Ply) for Mailable Decks required for freshly poured gypsum decks. GAFGLAS 175 Base Sheet. GAFGLAS• PLY 6•. and GAFGLAS PIy 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 stapes 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 W. Class A A 8 Substrata C NC C Slope 3' 3'1; UL Chan Key 1 Substrate C = Combustible and Noncombustible Combustible = Wood planks. boards, etc., plywood (min. "/„ inch thickness). oriented strand board (min. 77 inch thickness). NL' 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. North, South, and West Zones Mailable 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 narlable decks. For lightweight Insulating concrete decks, see page 9. Materials Sheathing paper (1 ply, d required) GAFGLAS Base Sheet GAFGLAS Ply (2 plies) GAF Materials Corporation Roofing Asphalt Interplies Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Specification N- B.4 -M/P6 N- 8-4 -M/P6 _ Guarantees Available Liberty Guarantees (See page 9.) N -8-4 -M 2 +10, 10, 5 +5.5 yr. ofti c- � i Approximate Weight per Square 175-250 lbs.. 15 yr. West Zone any, Wood Decks. 15 yr. Lightweight Insulating Concrete. 1 • 41 dl • - Surhg: 'Cae 'Gaetano. UA.gg•• Ss.les I gal/so or _Gaeefa■ A. • 42. Cry foci', Deck: NC u e0 applied at 1.1 /4 OaUaoll! H Sap Foam. Polvaao ' or "Poi Sootier with "p Y•ho S Inellnr. 1/4 Coat: One or two y.lso applications oie otyfoarn 2S t" a Tolvf0Tm tr.: application' applied 1.1/4 O a/appticati0n 1 U 13 . 7 050 - . 32 a dry embed at I g 30a, ohcnbn Surfacing: "Gaconss sf /s ( eJ2 dry mdq a3. Deck: NC U/a s� UA Serrp (various caters, applied 1 gaUso (12 dry mila). •• Foam: ° POlyaao° or "potylao Sootier Base 251- of 1/2 I oat•. One or two a with 1 01 U3. 2S 1" 'oohed al 1 g /eo 1 in. ma,. .j, A implications applied 1.1 /j pl'ceuons ' "Gaeaflee U8 7050 " •11 "" 14. Sur/eeing: 'Gscolte■ UA•80 � Se ea (vpOhcahnn 118.32 dry mill ) et 1 gal /sa/aDpliunon oil Deck: NC +rioua cetera, I0Dhed 1 ...,1 Foam: "POIr•Iso' or "PolvISe 5 Incline gal /aa 115 dry mils). • AI, 4S. Deck: N - Comfier S. 1000- 00 Spottier with 1 Oe w 110 dry mild • pely/oam 303 ". 1 in. min. Foam: i pe ahhtied at 1 gal /m (10 dry mast, Surfacing: -Gawk,. 5 r U or ' "POlyloam 303', any thickness ellrtri: 1 re•Shield 7007-. 40 dry mils. GAF MATERIALS CORP, WAYNE NJ 07470 Type 02 asphalt glass mat FELT SYSTEMS R1308 (Id Type G 1 WITH NOT ROOFING ASPHALT roof minima indicated below rIV sheet r GAFGLAS #75 Ban Sleet 7 is • suitable ahemm le 1 "GAFGLAS Ply 4.• or ° GAFGLAS Ply 8'1 in the Class A.8 at The roof deck may first be covered with • TYDe G2 asphalt glass mat base sheet - CAF tavent (Vint•P1Y) Perforated or ' GAFGLAS Stratavent Nent•Ply1 for nailabla decks'. Perforated to mopped and nsilable to be mechanical, -CAMAS Se As an option Type G2 asphalt glass matEChM e r • F dews. G •pM for ',ridable decks may bate shheer I • GA d for I asphalt Hale gheet" pe •• Stratevant Nantply r A GL DIY or baor - GAFGLAY ll ;8'l t • n ailed base pfy in thelfolowi glass Ply or sheet m •'GAF GLAS Flashing rse indicated. all in a maimed. mot mopped or m a iicall fastened. low. sulationa may be hot mopped or mechanically tams toed S _. er Ruberord'• may be used for fleshing in an A. Wh en "e is referenced any of M the C1•ig fastened he fE AA. 8 or C ass InaulaInsulation ced. this includes - CAREMP Partin' or Crushed atone or slag airy Other UL Ctasadietl On* b. g are suitable alternate for gravel In a Structural cement fibrin build)', Mot the Clan A. 8 or C miter* in lowing Class A. 8 or C s 0 units are .15/ or Irritable to be included es • deck in the f� The use of board ma listed over C• 1 5/32 or NC. gypsum under any v of the following Class A. B or C Mama does not Ed y vars of docks. ratinrsnn g. The use of 1/ effect the e 1/2 in min gypsum board is in acceptable alternate for insulation or D o ` s ' nq Claer olystyrene insulation o, C syst rms.re a b herlgeles a sir ab* E to nate I to board end deck rd i resin* OaOer/ Isotherm R may be substituted for e la or nocyanurate board in the y Ilona. any oeyntnats &isolation in any of the following ChM/ft Not rooting asphalt. for use with or CLASS A. S end C. genie and glass term or modified bitumen membranes. Derek; C-15/32 Baas A c ula io IDO l ohsnurete onalt One compose. DanDDte /ureth d d , glass fiber. iai:stam ers. , Ply Shat )hies c, any thick cornpnnT. wood /)per /iaocrysnurae I Surfacing: Gravel or more lavers Type GI "GAFGLAS Ph 4- or - GAFGLAS Ply a -_ ha 2. Deck: C-15/32 i Insulation 11pn 1 e, (OD Dptmelk raO r m lava perlite, wood fiber. glass fiber. is we thlfl Ir phenolic. ur thick', Dente /urethane aCYa oCya thickness. than eornposae. wood fiber /iaoganwq PlY Sheet: Three or more layers Type GI - GAFGLAS Ply 4" or •• GAFGLAS P / Cep Sheet: One layer TvDe G3 j peek: NC .GAFGLAS Mineral Surfaced Ca h e Insulation / tlon D eft One tion (O Incline: Sheet . Mane. ovb or more layers OarfitT, t henoli c . 2 in. a tomooans, Tripod fiber. glass fiber. Ise thane. ne. phenolic. partite /urethane cvanuna. we Ply Sha Two or m t: T 2 in. mss composts. wood Rbe.r isacyan„ro Pore layers Type GI "GAFGLAS Ply 4• or 'GAFGLAS P h e - . P Sheet One layer TYDe G3 "GAFGLAS Mineral Surlatee Cao Sheer '. Deck: &C Insulation: One or two layers Isotherm R 4 In Ilfne; Ply Sheet Any UL Ctwasdtee prover aortae ar hat ne m n C•I5/ Lek: opsd 1/2 8110 8h 3 2 surfaced Cl.,, Clss A asphalt ,)Baer mat minim. (OOtonelt Red r Incline: 1 earn Daoer, nailed to deck. + eas. Sheet One 1a Ply Sheet One or yer of To 02 Ype FPL,AS II 75 Base Sheet" limy be nailedL Cap Sheet One Myer of l T 8. peek: NC Yoe G•3 "'GAFGLAS'M neai - Surfaced Cap She Ply 8••_ Base Shat One layer G of Type G2 Ply Sitar. One or more f layers t T t . Incline. "GA G tr )5 Base Sheet Sheer One lane M Ty D YDe e 1 GAir LAS Ply urls •. t 4 rw r, 71 r;Arr:l AQ 4.1....... i c GAFGLAS Ply 8" Cao Shee D S LOOK FOR MARK ON PRODUCT 1 214 ROOF COVERING MATERIALS (TEVTI ROOFING SYSTEMS (TGFU)— Continued Dealt: C.15/32 Insulation: One or me , • composite. perfile/um, ▪ Base Sheer: One or n.- Membrane. One or m • Plus" 'granule). "Ruberc Cap Sheet " GAFGLAS Deck C.15/32 Inauletlen (Optionalt - thane. perfita/rsocvanu. composite. phenolic. an Sam Sheet Two or n. My Sheet (Option* C Membrane: One or me Flue (granule). "Rebore. Cep Sheet "GAFGLAS r Deck: C.15/32 (mulatlon (Opttonelt C Mane, perlitroisocyanur. camonalte, phenolic. any My Sheet Two or more Cap Sheet Type G3 G:• L heck: C -15/32 tlnuletfon (Optlonelt C Mane• perlite /isocYanura composite. phonetic. am Baas Sheer. Two or rno,. Membran r One or •gr• Plus' (Oranulel. - Ruberora Cap Sheet "GAFGLAS 11 Deck: C.15/32 insulation (Opt(onflik On Mane, perlte/,socyanura: ca phenolic. any • My Sheet Three or more Surfedrtg: 'Spec,al Rear.- COAL TAR F Deck: C -15/32 Insulation (Optional): On• Mane. perlite /isocyanurat camomile. phenolic. am • My Sheet Three or mar, 11 000,8 with coal ter Onu•- Surfacing: Gravel. COM a . r. ROO. 1. peck: NC lnaufatlon (Optloneat One �.• Pty Sheet Three or more .. Grundy Indust, -• , L/ Deck: NC „ Insulation (Optional): One Mane, penile /nocyanunt • composite. 'Monello. any tr. PIy Sheet Three or more Surfacing: -Weather Con 3. Deck: NC Insulation: One or two lave PIy Shat Any UL Cless.r•. Deleted. Deck: C.15/32 Insulation t O Mane. DTrha (Op/iaocyanulon.lt ne raro comp.aue. phenolic. any cm PIy Sheet Three or more mopped. Surfacing: Grundy Indusu.., 3. Oeck: NC Insulation (Optional,: On• c Mane, perlite /yocYanut are Cor oo,,,,. phenols any to, Ply Sheet Three or more ter. Surlec,ng: tiyeather Coal E- 1. Deck: C. 15/32 Insulation IOotbnst• One o• Ply Sheer (l.'s. of - tit.'t • Sweating: Grunnv '',must,,, Con Emulsion at 3 gal 13 1. . L LOOK • MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby unndc for the npproval of the detailed statement un ine plans and specifications herewith submitted for the build • in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and nII provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village — arid les and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of a roved plans and specifications must be kept at building during progress of the work. Ouner's Name and Address .. tS : V . � . \°'... ..... ._.__ V ._ No...... A eet._.`f( _ Registered Architect and /or Engineer......... . t,;,, ,,,,,,,,,,,,,, „n,,,.,. Name and address of licensed contrj ctor 4 .V - 4'i._.SA Location and Legal description of lot to be built on: TS Lot Block Subdivision 6‘, _sass. Street and Number where work is to be done 1 » � , .. .._.._..... . ... »___._ ..._» __ State work to be done and urposc of building (by floors)...__ � ��•.' "��` k.RS� \E- 51. © E..,4 kE cE.A `::\. _ . _... »........and for no other purpose. New Building Remodeling Addition Repairs No. of Stors To be constructed of Kind of foundation Roof �overing �� :... �.... cell= e� ff Estimated Total cost of improvements $ '1) y Amount of Permit S. A® t13 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 pans and specifications for said building. All notices with reference to the building and its construction may be sent to.. .3. 1)- �V 1Es — YEA %fr.e° V‘o , 3 '6% 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 ecith 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on wor to be performed under this 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 true.. ��•• Permit No. Date 0/10114 gi .. » ._._ Read, Sworn to and Subscribed before me. Disapproved �. ..._ Date _ .._ (Signed) � Notary Public, State of Florida . !U Buil • ing Inspector My Commission Expires _...._..._.._...— ,..._.r. PLANNING BOARD DATE Chairman Member Member Membcr — 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 apprrnal has hem obtained from the Planning Board. A re fce of 51.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. Location and legal description of lot to be built on: Lot Block _ Subdivision. and Number where work is to be done 9 Gz V z.S STATE OF FLORIDA, COUNTY OF DADE. ss • Before me, !eared Ch iinan _ - Member __----- _• -_ -- Member . _ Council Approved _____ . A ° I SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLOUATION 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 ar 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 zegulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved glans and specifications must be kept at building during progress of the work. Date, 1w Oc.:o is Name and Address._& ' 2 4 / Ele lered Architect and /or Engineer... _ Name and address of licensed contractor_ �� /r�o s.�c�[lr_G'd1lG�fr.{/_ _&r No._ 2 _.._ ___ Street Member Member Member _ Date Disapproved a State work to be done and — 4 g ( y ) as ('�' �� c o v,T -if ?L� b c- c, 5 purpose of building b floors) _ . -- - - -- -- and for no other purpose. New Building_____ ___ Remodeling._ ____..... Addition Repairs._ -. No. of Stories._. To be constructed of. Kind of foundation___ Roof Covering Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required plan Cubage__ _. Distance to next nearest building -_. ___ . _ Size of Building Lot Maximum live load to be borne by each floor___ I hereby submit all the plans and specifications foi said building. All notices with reference to the building and its construction may roe scnt to _ _ • The undersigned applicant for this building permit dot 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 permit, as are licensed by Miami Shores Village. remarks -- - - - -- (Signed) 2c �' undersigned authority, a notary public, duly authorized to administer oaths and take aJ iowledgments, personally ap- 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. —_____ 7 Date___2_ "_� " °� .. _ -_- Read, Sworn to and Subscribed before me. )Disapproved ____ _ _ __ -- -- - : Date - . (Signed) Z-e- e. ` C �- —� Notary Public, State of Florida Buil ing Inspec i t My Commission Expires__ ANNING BOARD__ __ . DATE 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. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date U 4? 19 Owner's Name and Address %' /j^ %/' a 1 " No Street �J r Registered Architect and /or Engineer ' MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Name and address of licensed contractor L • - fi- Location and legal description of lot to be built on: Lot Z" �- Block Subdivision_ Street and Number where work is to be done 1 State work to be done and purpose of building (by floors) - - - - -- and for no other purpose. New Building Remodeling____ Addition Repairs No. of Stories To be constructed of Kind of fou dation Roof Covering �< (l � ® ®/ Estimated Total cost of improvements $ �_!> _ Amount of Permit $ Zone cubage required___________ _______________________________ _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to (Signed) Chairman Member Member Building Inspector ,_i ( Signed) YJ j U , Notary Public, State of Florida ) , PLANNING BOARD DATE 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 l f Remarks____ _ 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. , ?, Permit No ; \ Date____ c' Read, Sworn to and Subscribed before me. Disapproved /'/ Date My Commission Expires Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $ =.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 Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot MIAMI SHORES VILLAGE, FLORIDA PERMIT IT? Work to be performed under BL CONTRACTOR OR BUILDER • 12389 this Permit r Subdi- Visiot -•A Value of Amt, of ` i ' ! i Projec a, cJ i $ Permit $ herefor in This permit compliance the contractor ordinances or build ng above to with construct the or to install the equipment or device described in the application drawings, if gs, statements is s or e ci i fic do li that with such been ordinances itte the n plans are ed by he p op that municipal authorities. Th s t may evoked granted is the understanding that the contractor or builder named above assumes the res9 without authorization. A knowledge condition t hen upon which and this permit o is pertaining to the work covered hereby whether shown on the plans or drawings or in th onsibility for a ecifi thorough knowledge he ass ordinances es spo and regulations P g Y P g statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • �:�.. BY �. 4.� '"' VECTOR In consideration of the issuance to me of this permit I agree to perform the w. pertaining thereto and in strict conformity with the plans, drawings, statements or spek ;covered hereunder in compliance with all of Miami Shores esg l In accepting this permit I assume responsibility for all work done by either, myself, m agent, submitted to m the proper authorities of Miami Shores Village. P g P p Y Y agent, servant or employee. B DATE //' 195 Contractor's License No m L 139 NE 96 ciS Contractor KAWALEK PAUL Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/15/2002 Applicant: BEN Owner: BRANSCOM g r._ Local Phone: 305 - 218 -3552 Parcel # 1132060132600 Signed: Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 21 & E1/2 LOT 20 BLK 19 LOT SIZE Fees: Description Amount FEE2002 -3918 Building Fee $150.00 FEE2002 -3919 Buildier's Bond $300.00 FEE2002 -3920 CCF $4.80 Total Fees: $454.80 Total Fees: $454.80 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 1/11/2003 Construction Value: $8,000.00 Work: TEAR OFF EXISTING TILE ROOF REPLACE W A NEW SANTA FE MARIA SPANISH S COLOR CLAYTILE SYSTEM If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Building Permit Permit Number: BP2002 -1250 BRANSCOM BEN : ,ST Contractor's Address: 485 NE 92 ST BY: Page 1 of 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: �" (Contractor or Builder) BY: PAUL R. KAWALEK ROOFING & PAINTING 485 N.E. 92ND STREET PH. 305- 754 -0191 MIAMI SHORES, FL 33138 -2566 Date OA /02 2789 63- 27/631 FL 810 Pay to the 1 order of Vi Ilase n Mi��; shores $ (�rig,io 0 he o tksavcl S S g GuAd red eveifisty - -P2 ars Bf ,,vi t L , 131 !vc X16 +ksft �� Fora 15 ivE I 'IF'S Deiv\i s Pa.,t4 -- 1:063L002771: 00366060 L9L4u' 2789 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 Date ' Job Address 1 _) (V C t• 1 L k ) I Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee/Tenet Owner's Address Contracting Co. Qualifier V ,, 1 3 61 /F - L -'_fh k.t4_i .1 R K State # Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECIIANICAL WORK DESCRIPTION: t''` 1 �•� �- e 1 I ) �'� +I l f"" i `—' 1 Vi a,' , 1 i 1 ., '' , \� �° ri _ ..i (� ,��, 1�� f.).: +-I r a." �l‘ r' , `�� r 17 It f 1 �' Square Ft. L (-J Estimated Cost (value) (' '' (- WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMIENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMLMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify tha: all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. j-2/7) Signatu of owner and/or Condo President Notary as to Owner and/or Condo ;!„•. My Co lion Expires ,r, G eri:;I . ,., ' anet Linares Pnetc * ,A , *Mr * ' 5 *My Commission CC85716 "w Expires su 1 1",,, Expires September 7, 2003 FEES: PERMIT / 5 RADON 6 e )6/8t- - Date Date SS# C.C.F y' " - NOTARY APPROVED: Zoning Building Mechanical Address L. Signature of Contractor or Owner Builder •)t Notary as to Contractor or Owner Builder My Commission Expires Plumbing Structural Engineer Master Permit # /3P G26624 ' 101-50 Phone , r i 5 I r 1. 1 ry LT), d t 4 �' ' Phone ) : :'L. j. ) 1-1 f ( I Competency # (1. f r ( Ins. Co. � r vi ROOFING ) A Lurc_ 61,25.1( Date MY COMMISS Op: r ;G 3 Lci;BC EXPIRES: August 26, 2003 Thru Noy Fub -'inderwrilers BO TOTAL DUE Electrical yo. `` f' Master Pert. ' t No. Contractor's Job Address ❑ Low Slope ❑ Asphaltic Shingles • • Florida Building Code Edition 2002 High Veloci Hurricane Zone Uniform Permit Application Form. s Section A (General Information Process No. ROOF CATEGORY ❑ Mechanically Fastened Tile K Mortar/Adhesj,eSTj, e ❑ Metal Panel /Shingles ❑ Wood Shingles/Shake-i_ ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORIV ATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section Roof Plan: Illustrate ec ion B Roof Plan ( scuppers and overflow drains. Include dimensions of sections and level overflow identify dimensions of elevated pressure zones and location of parapets. s clear) 9_6a gut_ all- - r .. .. T i.. Edition 2002 Permit Ap.lication Form. Florida Building Code High Velocity Hurricane Zone Uniform s ection C Low S Fill in Sp cific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pm2`2: --- Prr2x*3.• _ - -- Max. Design Pressure, From the Specific NOA System: Deck: Type: Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: s'het,(s) ids of P y(s). PIy Sheet Fastener /Bonding Material: Top PIy: Top PIy Fastener/ Bonding Material: Surfacing: Io•ed Roof S Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc © Lap, # Rows @ " oc Perimeter: " oc © Lap, # Rows @ " oc Corner: " oc © Lap, # Rows @ " oc Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and • Details asApplicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, 'Counter- Flashing, Coppg, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material, Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. stem • FTx. vFT. Parapet Heioht Mean Height Zoof Slope: : 12 Notice of Acceptance Number: � --(� 0/ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Ca y6 .5 Iculat°ons): P1: 0 ° P2: e P3: q Maximum Design Pressure From the NOA S • ecific S stem • Method of tile attachment: 1;.,64/ po( a_ A e„S Ridge Ventilation? Florida Building Code Edition 2002 High Veloci Hurricane Zone Uniform Permit A.plication Form. *Section D Stee. SIo Deck Type: ed Roof S St_pSloped Roof S stem Descrin tlon x6 ype Underlayment: Insulation: 20 /4- WA /V /4 Fastener Type & Spacing: Fire Barrier: \Adhasi•iP ype Cap Sheet: stem • W ?o Roof Covering: Type & Size Drip dge: 1 73 ) i /LAC i . Florida Building Code Edition 2002 High Veloci Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from Mr. If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. • (PI: 0 1 "iblo ent Based Tile Calculatio s Per RAS 127" (p2:- tl � -Mg: ,,� = Mlrt 4i1L4 NOA — MI MI 9/ 5 V — MI °:; �� , �� ,t _ `Irz d NOA M ado !'V g: 5? =MI,, 0 NOAM s / i\lethod 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (NI„) From Table Below NOA Mr Metho al ;g x S ri' Mean Roof Height —i Roof Slope 2:12 — M Required Moment Resistance* 34.4 30.4 37.4. EMI 30.1 31.6 32.8 28.0 29.4 30.5 32.4 30.0 20' 36.5 34.4 25' 38.2 36.0 30' 46'. 39.7 - - 42.2 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and App For Uplift based tile systems use Method 3. Compared the values for Ft;Avith the values for F If the F' values are greater than or equal to the F values, tax, each area of the roof, then the tile attachment method is acceptable. (Pt (P2 (P3 sl: Method 3 "Uplift Based Tile Calculations Per RAS 127" = x w:= e l: _ - -) —W: s cos B.• — F cl: _ s cos 9. _ z w: _ ) _ W F es' NOA F' z cos B: = F,3: NOA F' Where to Obtain Information rusign Pressure Mean Roof Het PI or P2 or P3 E Where to find RAS 127 Table I or by an engineering analysis prepared by PE baser! o^. A.K. 7 Job Site - -- Re • wired Moment Resistance Re•uired U.litt Resistance Tile Dimensions Job Site Ae odynatrtic f fultiplier Restorin_ Moment due to Gravi NOA NOA NOA ® Calculated ® NOA ® Calculated NOA I= length NOA all calculations must be submitted to the Buildio th Official at the time ut ermit a Iicatiun A %.• A WIN 1,Z4 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor t6 provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. � t ' 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed 1 � as part of the agreement between the owner and the contractor. 4� / 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have y to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system), • V� 3. Common Roofs: Common roofs are those which have no visible delineation bet 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. r - 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. L _ 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. 4 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 accordanceuith the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Own Agent's Signature CADOCcae- svmewaLS-Pr.m, ■cerION 00 -) P Date Contractor's Signature • MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Ladrillcra Mcicndcz S.A. 269 Coral Wood Ct. Kissimmee, FL 34743 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AI-IJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, •1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Santa Maria Spanish "S" RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to'comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. flatly portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages I through 4. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI -DAI)E COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST I:LACIER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S NOA No.: 01- 0521.01 Expiration Date: 10/18/06 Approval Date: 10 /18/01 Page 1 of 4 yr ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This new a roofing system using Santa Maria Spanish "S" Clay Roof Tile, as manufactured Ladrillera Melendez S.A. described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Santa Maria Spanish I = 17.8" PA 112 High profile, one - piece, "S" "S" w = 1 1.9" shaped, clay roof tile equipped min. 3/8" thick with two nail holes. For direct deck adhesive set applications. Trim Pieces 1= varies PA 112 Accessory trim, clay roof pieces w = varies for use at hips, rakes, ridges and varying thickness valley terminations. Manufactured for each tile profile. 2.1 Product Rainproof 1I Ice and Water Shield Roof Tile Adhesive ( "Polypro® AH 160 ") Ilurricanc Clip & Fasteners Roofing Roofing Tiles Clay Dimensions Test Product Specifications Description COMPONENTS OR PRODUCTS MANUFACTURED BY OTIIERS Test Product Dimensions Specifications Description 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36 "x75'roll N/A Clips Min. %A" width Min. 0.060" thick Clip Fasteners Min. 8dx 1' /a" PA 104 PA 103 Sec PCA PA 114 Appendix E Single ply, nail -on undcrlayment with 2" self- adhering top edge. Self-adhering undcrlaymcnt Two component polyurethane adhesive designed for adhesive set roof tilt applications. Corrosion resistant clips with corrosion resistant nails. Manufacturer Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA) Polyfoam Products, Inc. Generic NOA No.: 01- 0521.01 Expiration Date: 10/18/06 Approval Date: 10/18/01 Page 2 of 4 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Table 3: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set Systems 2 ":12" Tile Profile Tile Application Minimum Attachment Resistance 6 ":12" Santa Maria Spanish "S" Tile Polyfoam Polypro AH 16OTM Direct Deck 68.64' I Paddy placement of 141 grams of Polypro AH 160T'" Direct Deck Table 2: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" Santa Maria Spanish "S" Tile Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 5.35 5.27 5.15 4.99 4.77 4.50 Table 1: Aerodynamic Multipliers - X. (ft Tile Profile X (ft Direct Deck Application Santa Maria Spanish "S" Tile 0.299 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 1 1 2, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed scction 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Codc 4. INSTALLATION 4.1 Santa Maria Spanish "S" Clay Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations 5. LABELING All tiles shall bcar the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies oldie following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Codc in order to properly evaluate the installation of this system. NOA No.: 01- 0521.01 Expiration Date: 10/18/06 Approval Date: 10/18/01 Page 3 of 4 PROFILE DRAWING SANTA MARIA "S" CLAY ROOF T ILE END OF THIS ACCEPTANCE NOA No.: OI- 0521.01 Expiration Date: 10/18/06 Approval Date: 10/18/01 Pagc4of4 PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice ( No of Commencement. 3 1. Legal desc 'ption of property and street address: 1 1 N. d - 1 S�"1 M • Sh Or" es / EL_ 331 r t 2. Description of improvement: a ro OT 3. Owner(s) name and address: Richard N I t, hCt " (16 11/1‘ ` c f 3313E J Interest in property: 0 W n er Name and address of fee simple titleholder: 4. Contractor's name an address: Pt?t 4JIV& 1 e) y 5 n/E'a h M E 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 date is specified) t..t Signatu of Owner .07) eir0424 L . '/, cwt C s' Sworn to and subscribed before me this2 2 day of JCL/1 , tig vIG2��Z Print Owners Name Notary Public Print Notary's Name My Commission Expires: '4, Danet Linares Prieto yr *My Commission CC857165 \u,.o Expires September 7, 2003 STATE OF FLORIDA, COUNTY OF DADE i HEREBY CERTIFY that this is a tru c 9y the -igmal fled s this office on' day of , AU 20 and and Ofhcaal Seal. cult and County Courts D.C. 02R430105 2002 JUL 11 15:26 J Prepared by: AL / Address: 4/If yE `fie ~ el " 5-74 LI;a,G 5 cL s� /�� • Test Location Uplift Pull Test (P or F) 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 T/i r 26 �t 51 76 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 R3 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 R7 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 --- 73 98 24 49 74 99 25 ___-- • 50 75 100 N1C14®lfl5 3."1 Li e ' (v 9'r. ) K/ t iNs*4 1 f-lco , CI, Roofing Contractor: 170 -Ft P 6 ' 7 Type of Tile: ( 1 7 . l5 R --- 1 S k — ° Date Installed 8/9 / Z Approximate Roof Height: l 4 feet Roof Pitch. 12_ Type of Access to Roof Scaffolds ✓ Ladder Other Approximate Square Footage of Roof I bP 0 ft2 Owner's Name: Job Address Required Testing 9 orce . 35 lbs. Date Tested: g1 1 �6 2. IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PZQ 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TE THIS REPORT SUE ITTED BY: Civil Engineer: .4 ication # 98 -0608.04 -- ate Authorization # 4100 U.S. SOUTH Project Engineering & Testing Lab., Inc. rv© 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION Testing Equipment: Chatillion 100 TEST RESULTS P = PASS, F = FAIL P.E 4-41 i y, I/ 2 - Permit #. ,0 0D.. J® KETCH OF ROOF Cl or- NOTES < FiteW t5 1' ok . 14 Jog Oq �� G1.1 - a SHEET NO CONTRACTOR CHECKED BY SCALE q/" ) te a, DATE TT BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA PLUMBING ELECTRICAL ° ❑ PERMIT N °• 9673 ROOFING El Owner of Building ' • Architect Contractor or Builder Legal Lat Description Bl Address of Building . Signed (INSPECTOR) BY In consideration of the issuance to me of this permit I agree)to perform the work covered hereunder in compliance with all ordinances and regulation- pertaining thereto and in strict conformity with the plans, drawiags, 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. CONTRACTOR or B ILDER / Work to be performed under this 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 ho assumes respon- sibility for work done by his agents, servants or employees. Or' BY Su visio n Sq Ft Value of 1 ,1 Amount of Project $ 1 II Permit $ t Date Contractor's • License No. AUTHORITY I9G MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n ffo Permit No. S" ' 0 1,1 Name Address ° ' C, � Company U 2-&—it Phone # D 655a, a, For Inspector: �o v ApprOved 0 Correction Re- Insp'n Fee Name & Date 7/7E3 - L lop �� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Ti a® / Type Insp'n //KV Permit No. BP.a / � Name �� .) Address Company Phone # For Inspector: Correction Re- Insp'n Fee