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38034PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address /1 k' V( 2 A LLr Tax Folio Legal Description Historically Designated: Yes No 2\ Owner/Lessee / Tenant R1 \ RCLCq t m 1 1/112-S l )""f Master Permit # 3' 2, owner's Address / 1 3 00 w 66 V 2 JO J Li 1 Phone Contracting co. ' /`'1 n f� ► )3-- 1 AJ c. - Address 612 ILI L S o 411-S &V O FT l.Abb Qualifier R6 Gtj 514/ r1/411<e/ A / SS# - Phone A / 6 13 . 7 2q State # C C e 0 q 2 7 -2 Municipal # Competency # I 5' '7 1 Ins. Cat/ 93 19 z y Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ICJ &'W P-601 `= !J 1 ) g 6-555 I� � , f2 (v- to-fl S # 73 11-5 N�o pc) 8&,Q i16 R00r Square Ft. 2 06 S F 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 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 - • - • contractor to do the work stated. ,. Signature of owner and/or Condo President Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT /`J RADON APPROVED: Zoning Building Mechanical Plumbing Date Signature ofContractor or Owner- Builder C.C.F. 6 otary as to Contractor or Owner- My Commission Expires: �- eti:°� Ply. LAWRENCE B. KELLY /A, - MY COMMISSION 0 CC 263451 EXPQS: May 4. 1997 :°Q`• Bolded Thti Nataly Public Und awd4era NOTARY Electrical TOTAL DUE f 5© Date Date Engineering Job Addiss: //360 Contractor fr dip 441) frd 6w r ocess No. APPENDIX 'E' METRO -DADS UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: 0 1 f 1 Manufacturer of Roof System Assembly: is fi f Product Control Approval Number: __� _--=�' 06 System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: Contractor Process No. ( Check one of the following ) Recover Re -roof New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If'yes', attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Prcvide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: ( Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable) Base Sheet or Ply: ( Type and method of attachment ) NvtJ(pr f1211/4 i. Db-CJ4., l Flo+ 1q ,i1 sv dip F74/13 Coa1C R&TG Pt K-d 7S 131 /f' /1�r ri d2, moOi 1 iP -v3bizo 1 Ply Sheet(s): (Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 N Y N N , •. verififo. --3:':•:.;"0 'f• Pt I • •••••"r2• ', 1 411 1', .1 111!" , 1 • -1: 11 , • 1 11;11' • tic - . Y44. ' *V' 11 , !!" 11' ••••-",.! .1 11 ' 1 !. • " ! .1' 11 11 j 11 Il 1. 11 Job Address: Contractor Process 14o. Top Ply: (7'ype and method of attachment ) Surfacing: (7'ype, if applicable ) Flashing Materials: (Type and method of attachment ) 4 haL tir 71 HJ112.1.1) ki cc .•••••••.'s • Built-Up Applications and Modified Bitumen Systems Page-3 • • 2, Job Address: Contractor Process No. 1 inches 1 inches .t� inches 11 FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) - ,...weemm , "crc" .-'i :. ';fir` aog -mo m Surfacing: b•iefly r Veppl de eribe b Top Ply: Bonding Material: Ply Sheets) � %J i Bonding Material: / Fastener: (yaem Ales mech. ataeht Bas Sheet: Fastener. (tf tae Ourulastaa toyer sash. asoebed) Top Insulation Layer. (Ifaaalieable) to Material: a bon ed } art Fastener: (ff bua/atioa ererh. asashed) Insulation: (V Bonding Material: d ) lVapor Retarder: (Uaaaucab ) Primer: l if applicable) Type: Gage or Thickness: Density. ifconcreledeck: Built -Up Applications and Modified Bitumen Systems Page-4 Bonding Material: Newt theet bonded) Job Address: Contractor PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: — o.c. Clip Type: Clip Gage: r/401 Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Insert leaders indicating Roofing Component names, dimensions, thicknesses. etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #2: flashing Detail Process No. Built-Up Applications and Modified Bitumen Systems Page -5 Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names. dimensions, thic etc. Include fastener type and spacing used for wood- blocking attachment. Job Address: Contractor Process No. Sketch Rooting Components which make up Roof System Assembly at Perimeter Edgc with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood• blocking attachment. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Gravel Stop /Drip Edge Cage: Fastener Spacing: o.c. Clip Type: Clip Gage: Sketch hoofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. :nctude fastener type and spacing used for wood- blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: o\ I\ PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: Contractor Process No. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood blocking attachment. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders Indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood• blocking attachment. PERIMETER DETAIL #5: 'Other' Detail PERIMETER DETAIL #6: 'Other' Detail 5 -rutto pro P 5 5� iLt oV I Built-Up Applications and Modified Bitumen Systems Page -7 Job Address: Contractor Process No. Insert Building and Parapet Heights. (If no Parapet exists. insert N /A ") Also insert applicable information pertaining to the building below. ( See ASCE 7 -88 Fact Sheet Attached) . Exposure Category: Classification Category: At Hurricane Oactnline?: Y N Basin Wind Speed at Building Location: 110 mph Building Condition based on %of Openings: GROUND LEVEL �o 11 fist / g fat BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems • Page-8 Jot, Address: Contractor Process No. Sketch Roof Ptan indicating all dimensions, any slopes, roof drains. crickets. or roof top equipment. Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter23 (lithe South Florida Building Code. (See ASCE 748 Fact Sheet Attachedd) x1 1 � R im 1'1 BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 Job Address: Contractor Process No. -- FOR:PLAN EXAMINER USE ONLY -- Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Desisn Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: Built -Up Applications and Modified Bitumen Systems Page -10 Y N Job Address: Contractor Process No. Reviewed Field Test Data?: Notes: Additional Notes: Built-Up Applications and Modified Bitumen Systems Page-ll Plan Examiner GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT NO. : ACCEPTANCE NO.: EXPIRES: the conditions set forth above. APPROVED: MAY 0 4 1995 Nov 1 (1 1997 METROPOLITAN DADE COUNTY, FLORIDA METTIO•DADE FLAGLEn BUILDING [WILDING COUE COMPLIANCE DEPAfTMENT SUITE 1003 METRO.DAOE FLAQLER BUILDING 140 WEST FLAMER STREET MIAMI, FLORIDA 33130.1503 (006) 076.2001 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 776.2000 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems 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 Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. ul Rodriguez Product Control Division Supervisor - PLEASE NOTE - 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 Department and approved by the Building Code Committee to be us in Dade Co lorida under j axles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category Built =up Roofing Type: Modified Bitumen Sub -Type: S$S, APP Product Control No.: 95- 0330.06 Approval Date: RAY 0 4 1995 Expiration Date: NOV 1 0 1 q 91 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition,, GAF offers two 'ply modified systems to meet the specification requirements .:for, multilayer SBS4 modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen , membranes have been tested in compliance with ASTM D 5147 test requirements. ar• Contact: , 4:341•1 : :William J. Woodring i e'.' ..),;,.. 9 ,- Director of Technical ServiCes (201) 628-3000 .'.. - . , • ' * 0 • . , .'.... . . . .:.''...". ; . 5J14! fil.Wv;korstf': • • c , ftitrg1"', ;!;-.:, • „.- 1 Insulation Types: Material Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Wood Steel Concrete Lightweight Concrete Poured Gypsum Material Wood Steel Concrete Lightweight Concrete Poured Gypsum Maximum Design Pressures Maximum Fire Classification Design Pressure -60 psf -75 psf -248 psf -45 psf -45 psf Classificatiop' Class A Class A Class A Class A Class A r.; r Note: Fire classifications and maximum design pressures do not refe> ence all assemblies . . : over -= deck types. Review system listings for design pressures and the Underwriters Labocatones Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. r i. t)i t .gru1,4 Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR Dimensions 1 sq. roll 87 lbs. 3 /4 sq. roll 93 lb. roll 1 sq. roll 102 lb. roll Ruberoid® Torch FR 3/4 sq. roll 90 lbs. ' 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. Ruberoid® 20 1.5 sq. roll Ruberoid® 30 1 sq. roll 92 lbs. Ruberoid® 30 FR 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. TRADE NAMES OF PRODUCTSMANUFACTURED OR LABELED BY APPLICANT Product Control No.: 95.033 Test Product Specification Description ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non - woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated'with 4 polymer modified asphalt and surfaced , f1, with mineral granules. ASTM D 5147 Non -woven polyester mat coated with _ polymer modified asphalt and surfaced "' a with mineral granules. 1 sq. roll ASTM D 5147 Non - woven polyester mat coated with . rl: y 105 lbs. '!'A' fire- retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Raul Rodriguez �•�t ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral grAnu Product Dimension GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 Ib. roll for Nailable Decks. GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 lb. roll Perforated GAFGLAS Ply 6® GAFGLAS Ply 4 GAFGLAS #75® GAFGLAS® Mineral Surfaced Cap Sheet GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibere4 Aluminum GAF Materials Corporation WeatherCoat® Emulsion GAF Materials Corporation Jetblak All Weather Plastic Cement 3' x 180' 45 1b. roll iii.• ... ::,i �til'� #� -. 1'x180' 401b. roll 3' x 108' ' 75lb. roll b 3' x 36' 76 lb. roll 5, 55 gallons 1, 5 gallons 5 gallons 1, 5 gallons Test • Specification ASTM D 3909 ASTM D 41 Product Control N0.: 95.03 O. Product Description ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felf `I, ii " with asphalt coating. ASTM D 4601 Asphalt impregnated and coated glass 1 mat base sheet. ,• Asphalt coated, glass fiber mat cap sheet --' surfaced with mineral granules. Asphalt concrete primer used to : P promote adhesion of asphalt in built -up roofing. ASTM D 2824 Fibered aluminum coating. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Raul Rodriguez 5• 1 GAFTITE®# 12 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener NTB Fasteners Dimensions 1, 5, 53 gallons Product GAF Materials Corporation Jetblak Flashtite® Cement GAF Materials Corporation Plastic Cement GAF Materials Corporation Mineral Shield® Granules GAFTEMP® various Isotherm R GAFTEMP® Composite various 1, 5, 53 gallons GAFTEMP® Permalite,, ; . various PA 110 GAFTEMP® Fiberboard various PA 110 GAFTEMP® various High Density Fiberboard Test Product Specification Description ASTM D 4586 Asphalt flashing cement. ASTM D 4586 Trowel grade, asphalt plastic cement. PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Perlite insulation board. ^.9 PA 110 High density wood fiberboard insulation. PA 114 GAFTITE® Base Sheet PA 114 Fastener and Plate Galvalume Plates 3" and 3 '''A" PA 114 Polypropylene Plates 3" and 3 ''A" PA 114 6 Product Conn Granules for surfacing of exposed asphalt, cold process or emulsion. Fiberboard insulation. Raul Rodriguez Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. • PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. ACFoam Composite various ACFoam II Hy -Tec Hy -Tec 2 Hy -Therm White various Line Energy LOk Thermax TRI -STAR TRADE NAMES OF P RODUCTS MANUFACTURED BY OTHERS Test Product Product Dimension Specification Description Hy Therm AP various PA 110 Polyisocyanurate foam insulation Pyrox various PA 110 Polyisocyanurate foam insulation White Line various PA 110 Polyisocyanurate foam insulation r ACFoam I = ' t various r' .PA 110 sairan1. ••Polyisocyanurate foam • _ ' • 1L r .' ' r'Y 19vi1?!>i3t insulation various various various PA 110 Polyisocyanurate foam . ; insulation Hy -Therm AP various PA 110 Polyisocyanurate foam insulation Hy -Therm Pyrox various PA 110 Polyisocyanurate foam 'insulation various various PA 110 7 Raul Rodriguez PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam ;r: ,y; insulation :1 PA 110 ''' — Polyisocyanurate foam PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation :.J Polyisocyanurate foam insulation Control No.: Manufacturer Apache Products Co. Apache Products Co. Apache Products Co. Atlas Energy Products r Atlas Energy Products • Atlas Energy Y •, ,.Products Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. 1 Gt� ±£4)•F±(t ..gl?t!Mdtlrt� Product Dekfast Fasteners #14 Dekfast Hex Plate Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners #15 Dekfast Fasteners #12 TPR 1 • Product Dimensiong: Specification Description r PA 114 27/8 "x PA114 3 1/4" PA 114 PA 114 Perlite Insulation various PA 110 ISO 95+ GW various ISO 95+ GL various PA 110 ISO 95+ Composite ISO 95+ PA 110 Asphalt High Density Wood various Fiberboard PA 110 '1t€:rit PA 114 >i r1; `'Aluminum fastener for -K, 7:A+. - lightweight, gypsum and tectum decks PA 110 Insulation fastener for steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Polyisocyanurate foam insulation Polyisocyanurate foam insulation • .I ASTM D 312 Type III or IV hot asphalt bitumen adhesive Wood fiber insulation board Perlite insulation board Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc.;. Creative '1.I Construction Components Firestone Firestone Polyisocyanurate foam insulation PA 110 Polyisocyanurate / perlite Firestone ridged insulation Firestone generic generic generic Product Red Rosin Roofing Nails Tin Caps Type X Gypsum Sturdi -Top 'al MB aluminum roof coating Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Di mensions various tvlinimum r1 12 • Min. 32 ga. x 1 s various various 3" square PA 114 3" round PA 114 Barrier Board Plus various PA 110 Test Product Specification. Description l'A 114 PA 114 PA 121 Rosin paper for barrier layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. PA 110 Wood fiberboard Georgia - Pacific PA 121 • "° 4 Aluminum roof coating : .Grundy Industries • PA 121 ' - ' Asphalt emulsion Fire resistant rated gypsum. generic Insulation fastener steel, wood or concrete decks —1 PA 114 Insulation fastener 3" square galvalume AZ55 stress plate Polyolefin plastic plate ASTM D 2824 Aluminum roof coating Roof coating b Raul Rodriguez 9 Polyisocyanurate foam / wood fiber insulation generic ITW Buildex ITW Buildex ITW Buildex Karnak Corp. Karnak NRG Barriers, Inc. • Grundy Industriesiitsl ITW E'NRG'Y PSI -25 various PA 110 E'NRG'Y- 1 various E'NRG'Y-2 Plus various PA 110 E'NRG'Y -1 Plus various PA 110 ENRG'Y-2 various PA 110 Con -Tite (Fluted Nail) Olympic Standard 3" round PA 114 Olympic Fastener Olympic C -R Base Sheet Fastener and Plate Test Enr '-.Prodtic't Dimensions Specificatiep;' Description PA 114 PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation PA 114 PA 114 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Concrete deck insulation fastener r. .l 3" round galvalume AZ55 steel plate Olympic G2 Plate ° 3.5" round PA 114 3.5" round galvalume AZ55 Olympic steel plate. Manufacturing Group, Inc. Olympic ' 3.25" round PA 114 Olympic Polypropylene Manufacturing Group, Inc. Polypropylene plastic plate 10 Insulation fastener Base sheet fastener and plate. Raul Rodriguez Pr otlu�t Control No.,' 95 -0330. • •+;ixtl Manufacturer NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Fiberglas various PA 110 Fiber glass roof insulation Owens Corning Fiberglas Corp. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. • mutt Olympic Manufacturing Group, Inc.'''` : • . .s' 1 :1 . �. 1 1 Product Foamglas Board Multi -Max Thermaroof Composite Fes -Core Fesco Foam UltraGard Gold HD Insul -Fixx Fastener Insul -Fixx Fastener Insul -Fixx S Insul -Fixx P Rawl Drive Rawl Fasteners #12 Rawl Fasteners #14 Dimensions various various various various various various 3" square 3" round Test �aR, 5pecificatioq PA 110 Expanded glass insulation Pittsburgh Corning board. PA 110 Polyisocyanurate foam Rmax, Inc. insulation PA 110 Polyisocyanurate foam / Rmax, Inc. perlite composite insulation PA 110 PA 110 PA 114 Product Description Polyisocyanurate foam / fescoboard insulation .PA 110 Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam insulation Insulation fastener for use in steel and concrete decks PA 114 Insulation fastener for steel SFS /Stadler and wood decks PA 114 3" square galvalume AZ55 SFS /Stadler stress plate PA 114 PA 114 PA 114 PA 114 3" round plastic stress plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for steel and wood decks Insulation fastener for use in steel, wood or concrete Raul Rodriguez ; , 1 Produ ,0ontrol No.: Schuller International Inca Schuller International Inc. Schuller International Inc. SFS /Stadler SFS /Stadler The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Product Rawl 3" Plate Rawl Spike Raw lite .„. Rawlite 3" Plate 3" round PA 114 , •• 'Dimensiong Specification. , .:Description 44 PA 114 3" round galvalume AZ55 The Rawlplug steel plate Company Inc. 3" round „ r , PA 114 Insulation fastener and steel The Rawlplug , and plastic stress plate for Company Inc. concrete deck PA 114 ':11 ; • Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with Rawlite fasteners 12 The Rawlplug Company Inc. The Rawlplug Company Inc. • Test Agency Construction Research Laboratory, Inc. Factory Mutual Research Corporation South Florida Test Service Underwriters Laboratories, Inc. ' Dynatech Engineering, Inc. Test Identifier #4818 J.I. 0T4A 1.AM J.I. 1 V7AO.AM J.I. 1V8A4.AM J.I. 1 R1A6.AM J.I. 0T2Q4.AM J.I.OQ6A6.AM J.I.2M0A4.AM J.I.3X3A2.AM J.I. 0Y9Q5.AM J.I. 3X3A2.AM GAF -53 -X -915 R1306 3600.02.95 Test Reports Test Name/Report Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Fire Classification Wind Uplift, Small Scale •iogya Raul Rodriguez 13 ,,,,,; 4•,ir:!, i,f 07/16/92 :. 06/28/93 11 /15/91 10/17/91 07/16/91 , >., , ._. ; 1 : 03/21/87 .08IO2/94t 07/29/94 08/02/94 ' C:+► tt.03/08/91 • r;ti13 t <� :• ; :t .1 '4�} +' DAC 07/10/87 08/26/92 08/01/94 • rr . 6 00 4 02/02/95 OAP WILDING TERLALS CO CORPPORATION Structural Concrete Deck Steep Asphalt A ir ! _ ASTM Type Ill or IV GAF As halVConcreta Primer / 4 "Minimum "Minimum are rk i lde 2 Side Lap = Suh'r,rate—Structural concrete deck. Ship.: —Up to 3 inches per foot. 48 GAFGLAS Base Sheet HUBEROID MB Membrane Materials Approximate Weight Per Square GAF Asphalt/Concrete Primer GAF Steep Roofing Asphalt ASTM D -312 Type III or IV GAFTEMP® STRATAVENT (Vent Ply) Perforated or GAFGLAS® #75 Base Sheet GAF RUBEROID MB Membrane Mop Applied or GAF RUBEROID MB or GAF RUBEROID MB FR Granule Surfaced Membrane Mop Applied Surfacing (Required for NN -1 -1 -MSC) 10 lbs. 25 lbs. 60 lbs. 25 lbs. 90 -105 lbs. 0 -10 lbs. Total 150 -210 lbs. NN- 1 -1 -MG, NN -1 -1 -MGFR, and NN -1 -1 -MSC RUBEROID® Specifications .enel° Recommendations presented on pages 22 -26 shall apply in addition to the following application recommendations. +I1NII�ii[IWI HeLUnuen1liftIUI1S 1. The concrete deck must be primed with Asphalt/ConCrete Primer at a rate of 1 -2 gallons per 100 square feet and allowed to dry. 2. Loose lay one layer of GAFGLAS STRATAVENT (Vent Ply) Perforated or solidly mop one ply of GAFGLAS #75 Base Sheet with GAF Steep Roofing Asphalt. The side laps must be a minimum of 2 inches. End laps must be a minimum of 6 inches. 3. Starting at the low point of the roof, fully embed one ply of mop applied RUBEROID MB Membrane in a nominal 25 pounds per 100 square feet (plus or minus 20 %) continuous coat of GAF Steep Asphalt, ASTM D -312 Type III or IV. The RUBEROID MB Membrane must be positioned to provide 4 inch side laps and 6 inch end laps. 4. For specification NN -1 -1 -MSC, a coating is required. Apply GAF WEATHER COAT' "' Emulsion at a rate of approximately 2 -3 gallons per 100 square feet; GAF Fibered Aluminum Roof Coating at a rate of approximately 1V2-2 gallons per 100 square feet; or other GAF approved coating; see "UL Systems' Ratings Chart," page 6. Apply the coating within 1 to 3 weeks of installing the RUBEROID MB Membrane. The RUBEROID MB Membrane Mop Applied surface must be clean, dry, and free of all loose dust and dirt at the time of coating. The protective coating must be maintained during the life of the roof. Reapplication of surfacing should be employed as part of a periodic maintenance program. The frequency may vary depending on climatic conditions. Note: The GAF Steep Asphalt should be mopped at a minimum temperature of 400° F (with a target temperature of 425° F) or 20° F above the EVT, whichever is higher. Walking or pressing the seam and providing for al/4 inch to V2 inch asphalt flow out should be done to assure sound laps. ,1UBLRUIU MB FR UL L'Iassificatiou UL Class Substrate Slope Specification A NC 1" NN -1 -1 -MGFR For more extensive UL classifications, see page 6. Jl. Chart rvey 1. Substrate NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 2. Slope Maximum slope allowed, in inches per foot. Guarantees Available Specification RUBEROID MB Liberty RUBEROID MB NN -1 -1 -MSC 12,10 12,10 NN- 1 -1 -MG, NN -1 -1 -MGFR 12,10 12,10 Lot N 2014 Approved use by occupancy Press box Remarks ; Permit 38034 Ll !IL I le;C CERTIFICATE OF OCCUPANCY BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SNORES. FLORIDA 33138 -2382 a TELEPHONE (305) 795-220P FAX (305) 756 -8972 Block Subdivision Street Address 11300 N.E. 2nd Avenue, Miami Shores Date October 18, 1995 Owner, Agent or Tenant of Building Barry University, Press Box This Certificate of Occupancy is issued to the above named owner for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. r AX& LU1iiLLN, lliKL'l,iuK, BUILDING DIVISION 4 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date k- f ' Q3r Job Address /130 O N t 21v(Q Alget r Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant / V i kft V454– Si . gW PFS.S BOX Master Permit # C c3 v ' 3 Owner's Address Phone Contractin Co. 1 Lam-ix-r...7 C c •'2.�o Address 2/(re AA Z.t,T ,-/ ki'v6 11( L, ). Qualifier F. ite of to g an) SS# Phone 92/ " // ,J State # L 0 0 0 4 Ur Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION S � . 41/1 C'- l 0 e7 t( .` Jam' MN Ll Square Ft. Estimated Cost (value) 132.60,— 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 - name's tractor to do the work stated. Signature of and/or Condo President Date Notary as owner and/or Condo President Date My Co on Expires: FEES: PERMIT $ , f, .5 .-47 RADON C.C.F. '— NOTARY ek7 • Signature of Contractor or Owner- Builder C,O,ftsip R: NOTARY SEAL 2 ° , r, � f- SANDRA II MONTIEL k i X COMMISSION NUMBER ` e CC461261 Cs - OP NY COMMISSION 'EXP. pF O AUG. 17 1996 Date Date . — TOTAL DUE (...4) a APPROVED: Zoning Building Electric • ��� �,.� Mechanical Plumbing Engineering ITEM BATH TUB UNIT • FEE ITEM SWITCH OUTLETS UNIT 41 I � 4 ITEM „SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS 9 .. CENTRAL HEATING DISHWASHER RECEPTACLES a/ pia : A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS AO 6;):5 DUCT WORK FLOOR DRAIN SERVICE REPAIR/6ETER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTER RANGE TOP UIDERGROIRC TANKS LAVATORY OVEN ABOVE GROA"O TANKS LAUNDRY TRAY WATER HEATER v ..C. U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 If STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 HP M CHANICAL VENTILATION SINK, RESIDENCE _ MOTORS OVER 5- 8 IP _ TRANSPORTING ASSEMBLIES SINK. SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTCRS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW RE INSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORRS HEATER -NEW INST. GENERATORS TRANSFORMERS HEAD GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING P00L OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECT IONS SIGN TRANg0 RMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ' ANTENNA RELAY TELEVISION OUTLETS ORAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK RE INSPECT ION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING • ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING 'P ELECTRICAL MECHANICAL PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6-A-45 Job Address 1 i t s 'E, 224 kis. Tax Folio Legal Description Iiistorically Designated: Yes No ( / Tenant 4 U N J CIVS k ( Master Permit # 3 ,P 3 3 Owner's Address ,1 O - 2�a ©. '[. Phone c3q4' „ 1140 Contracting Co. 1 ' i -41- 6:31%) ' O.W- Address ( P0 CN3y) L 1 2- d- ' ( Qualifier Lam® t(x M& C ' State # C. CC)(01Sq Municipal # Competency # Ins. Co. Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION c` 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 to do the work stated. Signature of owner and/or Condo President 6 0-95 otary as to Owner and/or Condo Presi { t Date My Comm jooExpires: LOUISE C HARDENBURG My Commission CC4T1164 W Expires Jun. 12, 1999 R g ot Bonded by HAI - *OF OA 800- 422 -1565 Date Address SR) Ace , CC, Estimated Cost (value) O O O " of Contractor or 6-1-c6 Notary as to Contractor or Owner -Buil . Date xlitgist C HARDENBURG 1 My Commission =4711651 W Expires Jun. 12, 1999 Of• by OF OA � Date er- Builder A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11=2136=000=0040 STATE OF FLORIDA: 95R258 1014 1995 JUN 29 16 :09 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 of Commencement. 1. Legal description of property and street address: A portion of the SW 1/4, o f the NE 1/4 of Section 36, Township 52 South, Range 41 East of Dade County,Florida 2. Description of improvement: Amount of bond $ None 6. Lender's name and address: Barry U Inc. by: ■MAO •rrr V• gag \/•esa s ..N - Construction of utility building 3.Owner(S) name and address: Barry University 11300 NE 2nd Avenue Miami Shores, FL 33161 Interest M property: Owner Name and address of fee simple titleholder: 4. Contractor's name and address: Massey Construction P.O. Box 16724 Plantation, FL 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: None 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: George Webb. Director Of Facilities. 'Barry University 11300 NE 2nd Avenue Miami Shores, FL 33161 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) September 30, 19 9 5 Signature of pwner Print Owners Name Freddy U l l o a, Assoc VP Prepared by: Freddy U l l o a Sworn to and subscribed before me this 024 day of --724/4 , 19 _ . Barry University Notary Public Print Notary's Name ( Z3/'7.Z4 C _ r r : , My Commission Expires: / l / � / X By 4'41, tiA �e�, CHERYL BAIDA QE ress: 11300 NE 2nd Ave My comrrriasion cc37oaii i a m i Shores, FL 3316 ] Bonded by HAI 800- 422 -1555 1998 STATE OF FLORIDA, COUNTY OF DADE,, HER. 9Y CERTIFY than this is a fruo - o` o i 1,119kel in this office on p W TNC h r..1 : , n d Of�EcIci Se3I. fillet i 4i•11•. \I CLERK, of ?rcuit ®nd County 33318 12381 -52 ?J45` W G HA CONSULTING ENGINEERS 2880 W. OAKLAND PARK BLVD., SUITE 100 • OAKLAND PARK, FL 33311 BY: 54142 tl° JA4r DATE: lP z /- d1 SUBJECT: 13 /W/ </A/e V PS' f SHEET NO: / OF CHKD. BY: DATE: PRESS 50X /GGZNe S , JOB NO. 95 S 1st,✓ ` //3c0 Ae 2 Asee: 7_ q / 1f? c RT4 vc TA / os e 2..C9 C 05- x Am) 2 /CGX MI ;4 D � -�2��� �t2 orr alfff (,U,a4EL /p G'R✓ fiCe 5',3)/� 1 ,6 ` 1• J (D2S.” g ///v. pRar RE5r.s mac, sys7H - r. r .- 4 ST 5121: `° trA6 1a Pt' /-;3 wAu, f Ss e o pk . J G HA CONSULTING ENGINEERS 2880 W. OAKLAND PARK BLVD., SUITE 100 OAKLAND PARK, FL 33311 BY: h 7 0 ) - / C DATE: /•- 6 1 1 SUBJECT: I M 7 4 L / 8 0 . 1 - ..//11' SHEET NO: OF OF 3 CHKD. BY: DATE: P L O)( / ��Cn/C,CSSii-o/ JOB NO. 57/6m) / /3coh/, t . 1"` ./ r 4A-teitAIG w /A/o (6 ( ) c { ) 2744 ez1 • • • /11'11. 041S) ../TO rP 11../ Akz,r, 3143 (/Q (5" (g, G67) liaavaL, ? ,-!', vow ti !4L�x�z :1 Y40 c s: 4 ) • ' i 7 ) 4/49t5 Cic ‘ (2°) _1.643,33 thi 074 0 %ooO.O /41 ( /51.36404- G HA CONSULTING ENGINEERS 2880 W. OAKLAND PARK BLVD., SUITE 100 • OAKLAND PARK, FL 33311 BY: 5AAr7 (-DATE: 4 o l I -- TS SUBJECT:, t ` VA/l + /aZ 1 > SHEET NO: 3 OF CHKD. BY: DATE: Bc WG S '° / JOB NO. 9 > 3 / /3ao Y r 2 Cc:A/C 4 ✓ S i:DA/. 5. G ez,ZVeh. S, G) . e...49 '/cam'? . S% t-i L/ ii v Xp� h .,/A C x 5 4 i 8 h✓4 = /o 4 3o.y aj 6,r 7/ l �� ik")2A ,2,o.4.0 5. u 6 i s d2 ;6u71 7)- e 1-13' b'/c rwi,v,>4 a , A 0 All ersowty5 Weak.. was yew k.ce.AA. r k )e ,r V',e iKt 4. 5 l vJ - fG t tred e,et t ke6 (� 6 1r Azry - Press beK Firsf ? eer f7aM vyt e &te cd. {� Correa 1 5a) 4 Oraal Lea ca c$. - A-5 CC ? 41 r axe a.- , ede er iv cue- 1-tc ( taw ii Loa.) rerna44. �vz ad f i ers - 7 H J Min Tkea_e /1 M nos r2G) a kid be `h are ` -- c fite- j/a55 5oes c'14„ 2 a 5 4 ' 6, Rb' Q41 vei )ry CEA/ f 4.0 Seraiii 5' S AG 1 deo/4-e 57, a a L Si Jy , ESA !?cos h - ',$ e c&ii 0A taw c peoi1- p e - e D tv se A." _ A A60, 0 CV 01 ��C oz/ Es 2- � 7"uh i yseS o~ w ell 414 e•P' St's; "AZ- ogesfr-e Sao ) I� } 1 #f ` . 4.p ✓ ., y . �I ✓. ,/"...,. g .. 7... -: ' E _ ♦rf V �� �„21: Y'Mr` � si r{ u�..,_. .e . �f } t.�.,_x, ai_ . � I • #.c8� _ y ,cs' } N r y � v '°, s 7' 1r 5^'t ' "d1 v '„" - ',., .�-`,.., : r •� 1 '. 1,''� i}l - .,( e : +'f 4 , .^� l'A. •L Y 7 � - r } # F p, ''.�1vz $` d ' �2 S �c."ve.,il v'a i I �Z A� - � k ..+ = 'w �'li�a{ a } �'`�k`'':7•�a I t `1 - - _ .t`• _�.�. _ _w , ; ea's -i `'�',t"�,.._ ¢3t' zF 3r' _ gib. t- `* a ,• ,,. �. 3 -� � � F -� � r JI � P . a u AM' ' r&f ' �' - 1 �,t ,s'v.- —, � t : c _ .� y4 ` Y _ s2 � + m 1 h �.- l✓ .c „c ��'c '�'R' � �,✓ ,fir . � �k t r�'�, - 1 � , _a. +k r c k K � �' '.. �c 11C Y ;�E r Ft �` n---, y s` „ � r . . �� t: ', i � � - � 5 � 1 9 b `' t {)`l ' , f "Y . Y A� ,- °^/-' k '�� 4 V . t t f % _ -1 a'C :. � d.. d.� 3 Y t i a34' }SZ � ] 1^ y, "' 'y P t t k µ 44 7 ,i' y ..Y' d1 5 � 'c h k 4 9y 2 '✓ "Y"S 5 .', " '`?c- IN I I''k` x st r 2' � �'{ t`3 1 a3r j } � 7r rFg l z „r '4�[ 1 L. s .f d _ 4�t' s { d L l ei .,, ';',1f - .... � . " .. - . 2 .t '!4 �. � . ? 'f y � I � , � � J � saAii.e.: ,4 i. k. !_E -��1 .- y'.awA r _1 =; c.. � E Ti � { 9 �_ ,�& ., I if . gery are E,r,arivc sa4.aixtfet 74 °4, e /tom! is-AA Mir 6� ,i0/ SI 4, /7 ioxl 944 delido. 221 a 49,A, n i r rd dicl, .skedsii7 qrkge- 05_22-1995 110 00r M .rte s , •IFTROOADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Lawson Industries, Inc. 7030 N.W. 37 Court Miami, FL 33147 Approved:10 /03/94 P.01 METROPOLITAN DADE COUNTY, FLORIDA METRO.DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO•OADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375.2908 Your application for Product Approval of Series 8500 Aluminum Horizontal Sliding Window (Standard) 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. applicant, Lawson Industries, Inc. along with Miami Testing Laboratory Laboratory test report No. MTh-1 5982 dated: August 10, 1994 signed and sealed by Ernest E Mitchell, P.EE has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the Specific Conditionsset forth on pages 2 et. seq, and the Standard Conditions on page 3 for glazed products. This approval shall be valid for a period of four years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 94- • 1 I Expires: 08/31/98 roduct Control Division Supervisor THIS IS THE COX/SHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENET..2:L CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade Counts, Florida undor the e8nditiaits s. t fui ab , c. Dia .• ond, P. E. Charles r anger, Director Building Code Compliance Metropolitan Dade Co. • ..= 11: n3AM P.01 Lawson Industries. Inc. t : NH AR E A FOR Oi( o r NO S Z S F • f ' S r \I Ir v� NC '+RAP. 9Y '�•FAR:OO CCAP. Pm. 1004264 - 41ed w ATER'. ES \4.tR -_a TEtT - 8T SO ACCEPTANCE No.: • 94- 0901.11 APPROVED EXPIRES SEnts SSoo MS.RAO LeSZO. -A I COMPARATIVE ANALYSIS LOAD :URYES 3ASE7 C'+ 1TL Or a - - BEST 5 ::E • 119" . so' ;XO:C: - _CA08 - -58.7 -$1.0 PSG .1.aT_ = - Z2T 5.3 ANO ° . = SP 27AN " BI': O RA :/:$" ANNCALE7 CLASS USEy.... EST I vOTC ^OS:7:YS LOOS TO .4AT£A i ..: 'EST LINE vOR 3:LL :E :NO JSEC. • I of • ?0 WINDOW xi7TI- - :.".i HEG :X0 or OX SIZES) • .Suizl 1998 Gil Diamond. P.E. Supervisor Product Control Division 1SS5 11: =01AM "3". tit t G nc, NSITICE OF ACCEPTANCE: SPECIFIC CONDITIONS COuPARATIV ' ANA YSIS YOX SIZES )N Y: INC :PAN rt = L- FOPCOO CORP. L4. ;dra- i5a -9t P8 " =SR ;ES 9SC HS-R.tO L56C@ -:E C:rPARAT :vE ANALYSIS LOA° CiJRvES 6ASE4 ON rTL.1”86 OR 5 - 15 - ?4 -SST 5IC'a • 1 :8 K 66' CxQx7 I TEST LOAC3 X93.7 - 61.3 z ^al: -ATER TEST 5.3 AND ?.- PSC jTJNQ1n ^ ^C ' •E,T : PAIL3 _.:6 :.NNEALEO GLASS USED 4T TES` `'O'T. °I,'SIT:vE LOADS TO wATER 's; __vE POP 'BILL 3EIP+c ::SE0 ACCEPTANCE No.: 94- 0901.11 APPROVED : OCT 0 3 19 9 4 EXPIRES : .August Y 1. 1998 - waTc- E3` s SILL 'S O -3 3i' lA'ER TEST 4 . SO cfl -44 11Z 120 ^ ZNOOW WIDTH - NCHES C XCX SIZES ONLY) Gil Diamond. P.E. Supervisor Product Control Division P cr, PIP.-22-1995 11: 05AM e METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Lawson Industries, Inc. 7030 N.W. 37 Court Miami, Your application for Product Approval of: Series 9000 Aluminum Sliding Glass Door 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, speccations and calculations as submitted Applicant, along with Miami Testing Laboratory Test Report No. MTL -1 d0d7 dated August 08, 1994, signed and sealed by Ernest & Mitchell RE. 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 et. seq. and the Standard Conditions on page 3 for glazed products. This approval shall be valid for a period of four years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Buildinz Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94 -4901. t_3 Expires :0_SL31 /98 FL 33147 Approved: 10/03/94 P.004 METROPOLITAN DADE COUNTY. FLORIDA METRO•DAO£ FLAGLER BUILDING BUILDING CORE COMPUANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140' WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 it Di - and, P.E. roduct Control Division - Supervisor THIS IS THE COVE SHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS B UILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above, Charles • anger, Director Building Code Compliance Di Metropolitan Dade County 06-7'2-1995 11:06 11 Lawson Industries. Inc ACCEPTANCE No.: 94- 0901._13 05 APPROVED : OCT 0 3 19 9 4 EXPIRES : AuRust 31. 1 998 NOTICE OF' AC EPTANCE: SPECIFIC CQNDITX „�ONS REINFORCEMENT: None CORNER CONSTRUCTION: Butt joints: each top panel corner secured with two No. 8 by I” screws and bottom corners secured with one of same; each frame corner are butt jointed without screws Securing Corners. ADDITIONAL DESCRIPTION: 1 I /8" high overall interior sill flange. Fixed panel secured to jamb with one aluminum anchor clip, 12" from each end and one at midspan, each secured with one No. 8 by I tek screws. One 1" by 2" by 1 5/8" by 1/8" aluminum angle in frame sill and head at exterior interlock stile, secured to frame with two No. 8 by 1" sheetretai screws and to stile with one corner assembly screw. TEST EXTERIOR, WIND LOAD (PSF) ASTM E330 POSITIVE INTERIOR WIND LOAD (PSF) ASTM E 330 NEGATIVE WATER RESISTANCE (PSF) ASTM E547/E331 TEST LOAD 43.0 PSF 3.O PSF 4.50 PSF WATER RESISTANCE (PSF) 7.60 PSF ASTM E547/E331 with 21/4" high overall interior silt flange WATER RESISTANCE (PSF) 9.10 PSF ASTM E547/E331 with 2 1/S` high overall sill flange AIR INFILTRATION c 1.57 PSF ASTM E283 ( <0.37 FORCED -ENTRY RESISTANCE (ER) AAMA 1303,5 -76 Design Pressure Rating (Positive) Design Pressure Rating (Negative) 0.30 CFM/FT MTL -16067 +28.67 PSF -28.67 PSF DESIGN LOAD _28.67 PSF -23.67 PSF 30.00 PSF 50.67 PSF 60.67 PSF +28.67 PSF -28.67 PSF 121F- 1995 11:06W Lawson Industries Irte. EXPIRES : Aueust 31, 19 NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS INSTALLATION: SCiREW.S AND METHOD OF ATTACHME•T: SILL : 010 x 1" FH SMS at a max. of 6" from ends and a max. of 24" o.c, HEAD . T 10 x 1" FH SMS at a max. of 6" from ends and a max. of 24" o.c. J'ANIBS : 410 x 1" PH SMS at a max. of 6" from ends and a max. of 24" o.c. Note: Please see :iote 7 Pace 3 A copy of this approval as well as manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspection:; at the jobsitc at all time_ TYPICAL ELEVATION ACCEPTANCE No.: 94-0901.13 APPROVED 600 i1 Diamond. P.E. Supervisor P.: OCT n• 19 94 thy Clr. 2_ 1 11:071:1H Lawson Industries. Inc. EXPIRES : Au ust 31. 1998 _ _ NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS COMPARATIVE ANALYSIS LI L.AWSO,N INCUS : RIES • CRJP.. 9y al.-PAP= C:AA. :215 S:: 97 AYE n ui — . �, l l02fl I S ]A5-e5a.31C„ J SC.: -.C25 fl _ 1 IsrAzEs COMPAAAT :VE ANALYSIS Lear, CL'RVEs L9tltl eAs ct+ vN nil -16097 OF 8 -.7.94 1 rev siIE a 184" >< 46 [XXQ) j TEST 14.x4 = I WATER TEST a 7.6 d P,i P5F 1 > \ ! \ 1\ F-- < 1 I N L ._ \: \ ll I ;.-.F=:.- , \:. ' N • • I NO aE =NPORC 50' 8fl OCR NT. w CL SZ ACCEPTANCE No.: 94- 0941_.13 P.I71? APPROVED • .. n A I . , ;, Gil Diamond. P.M. supervisor Gr - 1'94 11:1 =7PM Lawson Industries. Inc. ACCEPTANCE No.: 94- 0901.13 APPROVED OCT 0 3 1994 EXPIRES : Aueust 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approval applies to single unit applications only, as shown on page 2b. F'. 08 Units with dimensions smaller than those shown above shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted thru comparative analysis approved by this Department shown on page 2c. Sub - bucks shah be of pressure treated material at Least 2" nominal thickness, and secured in at least 6 points on each leg with 3" or equivalent fasteners. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion. per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. Note: The installation of this unit will require a hurricane protective system. ii Diamond, P.E. Supervisor Product Control Division 015-2D-1q95 11:01AM p.a Lawson [ndustriesJnc. DESCRIPTION OF UNIT ,MODEI iZFSIGtiATI M 8500 Aluminum Horizontal Sliding Window. (Heavy Duty) T.N ACCEPTANCE No.: 94- 0901. APPROVED (,T 0 3 EXPIRES - August 31. 1 298 ASSIGNED ACCEPTANCE MARKINGS ANSI /AAMA 101 -93 HS -R50 AAMA 1302.5 -76 Dade County Approval # 94- 0901.12 Expires: August 31, 1998 "ERA LL SIZE: 9' 10 wide by 3' 0" :sigh by 2" deep CONFIGIJR TIQ`_, XOX No. & SIZE OF VENTS: Two: each. 36" by 56 3/8" high: one fixed light glazed in the center. with a clear opening of 42 3/8" by 55 1/8" high (10X). WEATHERSTRIPPING: Single pile with integral plastic fin. Ultrafab, at top and bottom rail of each vent on the exterior. Single pile with integral plastic fin at fixed meeting rail and each frame j amb. Single vinyl bulb at jamb rail of each vent. Plastic vent guide at top and bottom of .:ach vent on the anterior. one near each end and one at midspan, (total of six per vent). One 1/4" by 5.'8" adhesive pile pad at bottom of each fixed meeting rail. One 1 1/4" by 2" adhesive pile pad at each lower frame corner. One 3/8" wide adhesive open cell foam the full length of each rarie jamb at \feathering flange. Unit sealed at each lower frame corner. each installation screw frame sill. each vent corner on the exterior and each vent guide of each vent. OPERATION & LOCATION: One metallic roller in plastic housing at each of each vent ' otton: rail. One metallic sprin= loaded hook lock at each vent meeting rail, 12" from each end. GLAZING \1ATFR.IAL:.::'16' annealed glass. • GLAZING METHOD: Exterior glazed using an adhesive bedding compound and aluminum rolled alazina bead. Gil Diamond, P.E. Product Control Division Supervisor 1995 11:04:1M lfawsnn Tnri»stri Trio_ NOT c 4.tr ! A (k; N.: 9 1 ? APPROVED OF EXPIRES : August 3 ] ,_1 94,8 T N F: S ' - . IC CONDITIONS . W► 0 3 1994 1 i:i apx rovai ..ipplics to single anit applications only, as shown on page 2b. .vith dimensions ::mailer than those shown above shah qualify under this approval. Deviations for hiche; design pressures by _ downsizing the unit are accepted thru comparative analysis approv ed by this Department (see pages 2c. 2d, 2e,rn 2f for comparative analysis 0 • essure :reated material at least 2" nominal thickness, With .3" ��r equivalent fast and securl.�, ,., � t c . h ; leas: o ,,, tint. on Qa ;: t' • �, 4 • . = fasteners. i':ater:ers ;nu,: hav :heir own Notice of Acceptance and must be made of stainless steel ; ?C:�';,tf1le protection �� ,r;� • � .,a,. $S it'e. or have t t corrosion. per DIN 50018. Aluminum contacting metals riot ^Isidore:: compatihlc .hall be properly protected. Note: The installation of this unit will require a hurricane protective system. /Gil Diamond. P.E. / Supervisor Product Control Division / ,; P. 02 ir . -1995 11: nRA 1 • . CL OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS 1. • r_• For multiple wLndew installations, approved mullion drawings and calculations must be fled h product Control. This Acceptance will qualify smaller units of the same design and as the unit tested. All ii nits :must be labeled. 6,vina the manufacturer's name. Dade County Product Control A.eorov a ' ?lumber. avoroved elevation and date of exoiration. Extension of Acceptance may be considered after a new application has been filed and the sucpc:t _ data, for test reports less than four (4) years old, has been re-evaluated. Any ca change in materiels, use or manufacture of the product shall autozna.tically we auc:e *c-'e atioa unless prior approval is granted for revision or cha=rge. a� ! 12 , n sazisfacto: y performance of this product or a change in Code provisions shall be rj s A :cvi - cc shall not be used as an endorsement of any product sales or advertising .1 '. . • :• endows and sliding: doors have been tested in accordance with A`SI13-A L-- 101-SS r:r for wcod window unit by ,A_NSIfNWWWDA I.S. 2 -87 and sliding. doors M +.'c. fir •,` .,:,'`\Vi . A LS. 3 - and swing doors ANSI NWWDA.I.S. S-8 S. ccrs shall be tested for positive and negative wind pressures as per Caper 2 71oridz Buildi ng code. Security and Forced :111 windows and doors shall cor�.fOrrn to ..,. E°'ter - _ z ._ c... p;er 36 of the South Florida Building Code. 7,.:n; of fasteners shat be as tested or 24" whichever is less. ';v .. _ e: _� '_ „e located a ma.Namum of 6" from each corner and �:,ul'ic3 or '.' — _ezetrat:n of fastener sh?l be as tested or 3/4" whichever is bi er. No .. cc: _=...C. "Dir.J Eh all be used. mss ntntrwize noted is the test report, minimum size of screws shall be No. S for ar.O flcc: installations and No. 10 for all other floors above the firs: d sect' :d • II Diamond, roduct Control Division Supervisor P . n9 i iTHL P. 09 06 -22 -1995 11 05A FROM METRO•+ADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladen, Inc. 550 Ansin Boulevard Hallandale, FL 33009 Acceptance No.:94- 0818:05 Expires: 12/19/9'7 Approved: 12/19/94 ROLLAt: EN , I Pat : TO 4732557 P.01 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPUANCE DEPARTMENT SUITE 1603 , METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -15$3 (305) 375.2901 FAX (305) 375 -2908 Your application for Product Approval of: :Extruded Aluminum Rdll --Up Shutter 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 b Applicant (For listing, see Section 8 of this Notice of Acceptance) has peen recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under tho specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the tight to secure this pr &duct or material at anytime from a jobsite or manuf ►cturer's plant for quality control: testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the SouthFlorida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. it P.E. roduct Control Division Supervisor THIS IS THE COV, 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 Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. TOTAL P.01 Charles P anger, P. Director Building Code Compliance Dept. Metropolitan Dade County I Ti IN- 1 6 -95 FPI X1:3 : ? 1 I- t1 • May 16, 1995 Transmitted By Fax - Re: Wind Loud and. Impact Resistance Regulations Gentlemen: The new South Florida Building Code, effective September 1, 1994, contains new regulations on wind load and impact requirements for exterior doors and frames. Firedoor Corporation of Florida's Hollow Metal Doors and Frames have been successfully tested in compliance with these regulations by Hurricane Engineering and Testing, Inc., an independent testing laboratory approved by Dade County. our application for product approval is currently being reviewed by Metropolitan Dade County. The product approval number will be 94- 1004.2. Should you need additional information, please contact the writer. Very truly yours, FIREDOOR CORPORATION OF FLORIDA Cristina Lopez Distribution Sales CUktn F. 111 Ftredoor Corporation of Florida 1350 Northwest 74th Street P.O. Box 380878 Miami, f<lorlda 33238-0878 Tel: 3051691.1500 • FAX: 305/836-4797 -95 FR/ 08:30 iM HURRICANE ENGINEERING & TESTING INC. Dr. Wakar Ali Dr. N. Kosar A. Vigar, P.E. Date: Sat Sep 17 10:54:42 1994 INSTALLATION Uniform Static Air Pressure Test REPORT NUMBER: HETI - 94-300 MANUFACTURER: Firedoor Corp. of Fla. 13.50 NW 74 St Miami, F1, 33233 TEST LOCATION: Hurricane Engineering & Testing Inc, 3532 N.W. 64 Street Miami, FL 33166 LAB. CERTIFICATION NUMBER; 94- 0119.02 PRODUCT: Fire door PRODUCT SIZE: 36 "x84" PRODUCT DESCRIFrT"1ON• 18 GA steel 1RA WING NUIv1BER: DESIGN LOAD: +105 NOTE: HETI stamped drawing is an integral part of this report, TEST WITNESSED BY: (full or Partial) Dr. Wakar Ali (HETI) Mr. Arshad Vigar, P.E.(HETI) Mr. .Hector M. Medina, P.E. (HETI) Mr. Terry C. Agee E.T.T. (HETI) Mx. Julio H. Marino (Mfg.) Computer Controlled Product Testing & Design, Wind Load Analysis Sample - The door frame was anchored to (2) 2 "x6" wood studs on each side with 1!4 "xS" wood screws at 32" o.c.. The 2 "x6" studs were attached to the wood chamber using 1- 1/2 "x1 -1/2" angles with 1 /8 "x2" wood screws at 6" o.c.. 8532 NW 64th Street, Miami, Florida, 33166. Phone (305) 597 -5590, Fax: (305) 597 -7023 F.01 • . -95 FPI 08:30 HM Date & Time of Test: Sat Sep 17 10;54:42 1994 POSITIVE PRESSURE Load Deflection Set Recovery Duration (PSF) (in) (in) N (Sec) ■mti...m._.......r■■..,r.s•wr...n■■..,..,.., .■......■........•■••■•,•.... Preload 79 0.753 30 0 , 0.075 0.075 90.000 Test load 158 ," 1.097 30 0 0.086 0.086 92.157 OBSERVATION: The sample was tested for compliance with protocol PA 202-94. The fasteners were in place and the Amer was operational at the conclusion of the tea Dr. Walcar Ali President 2 FPI 0a:31 HM Firedoor Corp. ofFlorida 1350 N..W. 74 Street • Fl 33238 . Attn: Mr. Julio II Marino . 1 Ref HETI Report Numbers March 9, 1995 • HURRICANE ENGINEERING & TESTING INC. Computer Controll4d Product Testing & Design, Wind Load Analysis 94-293 Large Missile Impact Test (PA201-94) & Cyclic Wind Pressure Test (PA023-94) 94300 Uniform Static Air Pressure Test (PA202-94) 94-1004 Air & Water Infiltration Test & Uniform Static Air Pressure Test (PA202-94) ..•• Dear Mr. Marino; This is to advise you that your 36" x 84", 18 GA steel (Hollow Metal) Firedoor was tested in our Test Lab Facilities on Sept. 13, 14, and 17, 1994, per the Dade County Protocols of the Reference. • 'While you wait for Dade County Product Control Action on your Approval Application, we cart indicate that after the tests the door samples presented no ruptures or openings, all fasteners were in place, and. the doors were structurally intact. _ 8532 NW 64th Street, Miami, Florida, 33166. Phone (305) 597-5590, Fax: (305) 597-7023 P.04 04 -07 -1995 09:39 02.0111 - WED 16:51 FAX 305 3726338 METRGDA ■w��ww.�""w'� January 20, 1995 305 779 7985 General Products, Co., Inc. P. 0. Box 7357 Fredericksburg. VA 22404 Since DATE OF MAILING JAN 2 n 1995 CAUSE!,JAV LUMBER CO. BCCD PRODUCT CONTROL METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING SUILDINO CODS COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUDDING 140 WEST FLAGILER STREET MIAMI, FLORIDA 33130.1853 (305) 375.2801 FAX (305) 375.2806 NOTICE OF PROPOSED ACTION To Members of the Building Code and Product Review Committee and Gi nmral Products, Co., Inc., Applicant in accordance with Dade County Administrative Order 10.3, which governs the product review process, The Product Control Suction of the Office of Code Compliance, intends to issue a Product Control Notice of Acceptance to General Products, Co., Inc. for Benchmark k 11(Fuull Lite Double Outswing Door) to allow its use in Dade County and hi murdcipalities. To: M. tubers of the Building Code and Product Review Committee: The documentation being provided to you represents the recommendation of the Product Control Section of the Office of cc ido Compliance in regards to the submittal of General Products, Co., inc. for Benchmark 11 (Full LIte Double Our.'.'wing !Door), Under the provisions of Dade County Administrative Order 10 -3, which governs the product review process. You must review this documentation. If within 20 days from the date of mailing, we do not receive any written objection stating the reason(s) for your disapproval, this product will be automatically approved. To: General Products, Co„ Inc., Applicant The Produce Control &tenon of the Office of Code Compliance, in accordance Dade County Administrative Order 10.3, which governs the product review process, has issued this notice of proposed action and intends to issue a Product Control Notice of Acceptance for your Benchmark 11 (Full Lite Double Outswing Door) to be used in Dade County and ill mw:icipallties, unless a member of the Building Code and Product Review Committee or yourself has any objections, Should you not be in accord with this nonce of proposed action and wish to appeal our recommena. ttron, ) ou ritust make a written request, stating the reasons for your objection(s), to our office within 20 days of the :lute qt Pnailing Upon receipt of your written request, a hearing dare will be set so that you can present your objectrv,t(s) t(i the Building Code and Product Review Committee. i Rodrip:uez Charles Danger, P.F. Product Corm oi Supervisor Director ef Mailed by: P.01 21 002 X95 09:43 305 779 7985 6 WED 16:52 FAX 305 3728339 BCCD PRODCcT CONTROL (x 003 5eneral Products Conway CAUSE.44� ! LUMEER CO. P.02 ACCEPTANCE No.: 24,- 112$,Q3 ,. APPROVED EXPIRES : August 31, 1998 NOTICE OF ACCEPTANCE S CIFYfJ'ONDITIONS 1. DESCRIPTION OF UNIT 1.1 Dis approves a full lite double outswing residential steel door designed to comply with the South Florida Building Code and ASCE 7-88 "Minimum Design loads for Buildings and Other Structures ", 1.2 Moth'( said Benchmark Full-Lite Double Outswing Residential Steel Door (XX) 1.3 Diere) sly 6' 2" wide by 8' 0" high x 4 9/16" deep 1.4 Canfigura.tio XX 1.5 NALLAriitathinek: Exterior Leaf -hand leaf size: 3'0" wide by 7'9" high Exterior right -hand leaf size: 3' 1 -1/4" wide by T 9" high 2.0 MATERIAL CHARACTERISTICS 2.1 Glazing 2.1.1 Glazing Material: Both leaves utilize 1/2" thick, sealed insulating glass consisting two 1 /8" thick, clear sheets of tempered glass and a Swiggle Strip`"'` Spacer System. 2.1.2 Giaz%ug Method : The I.C. assembly is interior drop -in glazed, held in place with wooden glazing beads fastened together with screws. The perimeter of the lites and glazing beads are cap sealed on the interior and exterior. 2.1..3 D y1Ight Opening lze: 24 5/8" wide by 78 5/8" high 2.2 FramQisteuehm The head and jambs axe wood measuring 4-1t2" by 1 -1/4 ". The 3/4" high sill is wood employing an aluminum threshold; the sill assembly is 6" deep. 2.3 Panel Clo_nsttudgn: Both leaves are 1 -3/4" thick and consist of two 24- gauge (0.023 ") skins filled with polyurethane foam, one reinforcement block for locks, one reinforcement block per hinge and a rigid foam insert around the lite. All stile/rail joint (vertical) are rolled and crimped with interior and exterior. joint cap sealed. The vertical itifiUs are interlocked extensions of the skins and the horizontals are welded at two places each. An extruded aluminum astragal is fastened to the exterior right hand leaf and utilized integral vertical dead bolts (top and bottom) measuring 18 -3/8" long that are held in place with 14" astragal bolt retaining blocks fastened with one hex set screw per end. The astragal is fastened to the leaf with six #8 x 1/2" screw:; per end at 1", 3 ", 5 ", 7 ", 13" and 19" from each end of astragal. The strike plates are fastened with tw© #8 x 1 -3/4" screws each, driven through the astragal into the leaf. A poured urethane thermal break with an average debridged width of 0100" is incorporated into the astragal. Manuel Perez, P.E. plans Examiner Product Control Division d95 09:40 305 779 7985 J5 WED 16:53 FAX 305 3726339 General hroduas -omanv 2.4 _Hardware.; Dsriptai~ 4" Butt Hinges Model 054 -134 Schlage 1 door knob /lock set Model 3460P6 single 1 cylinder de:tdbolt Sliding vertical bolt assembly 4 aulatit 8 2.5 Ann theirstrioningt Dom, Berlin an Quanta It Schlegel Q.-Ion': 1 Row QDS -650 door ,,eal 1/2" wide by 3/4" high 1 Row 1/2" wide by 1/4" high 1 Row foam tape pad TPE magnetic weatherstripping 1 Row stripping Closed cell foam astragal boot 2 Row •2a- CAUSE;,iA\ LUMBER CO. R.03 BCCD PRODUCT CONTROL ACCEPTANCE No.: 94. 1128.03 APPROVED EXPIRES : August 31, 9 Dian Four per jamb at 7 -3/4 ", 33 -1 /2' 59" and 84 -1/2" from threshold 34" from bottom rail on exterior left hand leaf 58" from bottom rail on exterior left hand leaf Two per leaf on lock stile at edge of rails Location Length of both hinge jambs Length of sill below magnetic weatherstrip 2" above sill on hinge jambs installed at a 45 degree angle Length of sill, header and astragal One per end of astragal Manuel Perez, P.E. Plans Examiner Product Control Division 2)004 d95 09 :41 305 779 7985 CAUSEWAY LUMBER CO. P.04 WED 18:54 FAX 303 3720338 BCCD PRODUCT CONTROL - 41 005 General Pr9(ttjj Company ACCEPTANCE No.: 94.1128.03 APPROVED QJT, I _ , F A .P ANcF,;_ ,S FC jC CONDITIONS EXPIRES : August 31, 1948 3. LIMI'T'ATIONS 3.1 This approval applies to pairs or single door applications, as shown on Section 10: 3.2 Units with dimensions smaller than those shown on Section 10 shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted only thru comparative analysis approved by this department. 4. INSTAI,LA "PION 4.1 Scrcwvi,il Method of Attgenent SILL : 010 x 3" Phillips FH Screws located 4 1/2" from each corner, one (a midspan and one 8 1/2" from each side of midspan. HEAD 010 x 3" Phillips FH Screws located 4 1/2" from each corner, one a midspan and one 8 112" from each side of midspan. JAMBS : #10 x 2" Phillips FH screws two (2) per hinges (4 hinges) and one #10 x 3" Philips 1 screws at each hinge Note: Please see note.l1. Page 3 4.2 Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" long fasteners or equivalent. 4,3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected S. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ", 5.2 The tests were performed according to PA 202 -94 and SFBC 3603.2 (b)(5), 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following; 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. Manuel Perez, P.E Plans Examiner TEST TEST LOAD DESIGN LOAD ORM STA TIC AIR PRESSURE TEST SFBC PA 202.94 POSITIVE +71.25 PSF +47.5 PSF ORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -75.60 PSF -50A PSF ATER RESISTANCE (PSF) STM Es47/E331 14.4 PSF +96.0 PSF • INFILTRA' CION @ 1.57 PSF TM E283 (< .37 CMF/FT) ORCED- ENTRY RESISTANCE (FER) FBC 3603.2 (b)(5) 0.27 CFM/FT ATI.14349 ' align Pressure Rating (Positive) +47.5 PSF e5Iga Pressure Rating (Negative) -50.4 PSF ,.895 09:42 305 779 7985 - 2c - J WED 18:86 FAX 305 3728339 BCCD PRODUCT CONTROL *e 1 radtacts Com ny CAUSE,JAY LUMBER CO. ACCEPTANC E No.: 9441 i 8.03 ---- APPROVED : EXPIRES : August 11 , 1998 P. 05 X1008 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note; The installation of this unit will require a hurricane protective system. 8. EVIDENCE SUBMITTED 8,1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per ASTM E 283 -91 and PA 202 -94. 2) Uniform Static Mr Pressure Test, Loading per ASTM E 330 -90 and PA 202-94 3) Water Resistance Test, per ASTM E 547 -86, ASTM E 331 -86 and PA 202 -94 4) Forced Entry Resistance Test, per SFBC 3603.2 (bX5). alhang with installation diagram of an outswing door, prepared by Architectural Tcsing Inc. Test Report No. ATI -14349 dated August 29, 1994 signed and sealed by Allen N. Reeves, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and window elevation. Manuel Perez, P.E. Plans Examiner Product Control Division .995 09:42 305 775 7985 .S WED 18:58 FAX 308 3728339 Cenral Prndtacts Comp y 9. COMPARATIVE ANALYSIS: None 10. TYPICAL ELEVATION AND ADDITIONAL APPROVED SLAB DESIGNS WITH AND WITHOUT GLAZING, (Nubia and Single Door) Opaque NOTICE OF ACCEPTANCE: PF C1FTO COl11DIT'TO �S ®12 CAUSE040/ _JMBER CO. P.06 BCCD PRODUCT CONTROL ! 007 CI 113 Ir g ACCEPTANCE No.: 94-112&Q APPROVED EXPIRES 3: Glazed ® ill 011:11 3 El CI CI Manuel Perez, P.E. Plans Examiner : August 31, 19 8 ._ 0 1995 99:44 305 779 7985 dS WED 18:58 FAX 306 3726330 • METRO DARE NMI CAUSEWA`, '_UMBER CO. P. 08 BCCD PRODUCT CONTROL METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 1 For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. 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," 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 3, Any revision or change in materials, use or manufacture of the product shall autornaticaily be cause for terniination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This Acceptance shall not be used as an *indorsement of any product sales or advertising purposes. 8. Aluminum windows and sliding doors have been tested in accordance with ANSIIAAMA 10 I.93 or for wood window unit by ANSUNWWDA I.S. 2 -93 and sliding doors ANS1/NWWDA 1.S, 3.88 and swing doors ANSUNWWDA 1.S. 8 -88. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. F4; rttwarc for all windows and doors shall conform to Security and Forced Entry Preventio+i, Chapter 36 of the South Florida Building Code. Tice spacing of fasteners shall be as tested or 24" whichever is less. $ The first fastener shall be located a maximum of 6" from each corner and mullion or stile. M t imum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shall be No. 8 for first and second floor installation and No. 10 for all other floors above the first and second Mom s. Raul Rodriguez Product Control Supervisor ooa New Athletic Fields 1 1 V1 \ � ' 1 11 ,;V T FIELD BASEBALL FELD TRACK I FACULTY/STAFF PARKING (F/s DECAL) RESIDENT STUDENT PARKING (R/O DECAL) COMMUTER STUDENT PARKING (C/9 DECAL) New Press Box / Cori ession Stand BARRY UNIVERSITY CAMPUS MAP (A) ADONS (1) CORJESU CHAPS. (2) LIBRARY (3) BROAD AUDITORIUM (4) FINE ARTS (5) WEGAND (9) ADRIAN - SCENCE (7) ADRIAN (8) FARRELL HALL (9) KELLEY HALL (10) POOL (11) WEBER HALL (12) DUNSPAUGH HALL (13) DALTON HALL (14) LAVOE HALL (19) THOMPSON HALL (17) RECEIVING (18) RENEE MOTTRAM DOSS HALL (19) OROUNDS SHOP (20) VILLA (21) ANDREAS SCHOOL OF BUSINESS (22) ADULT 8 CONTINUING EDUCATION (23) SCHOOL OF PODIATRIC MEDICINE (24) SAGE HALL (25) BROWNE HALL (28) TRIANC,2.E BUILDING (27) WEGAND ANNE( (29) FLOOD HALL (29) HEALTH AND SPORTS CENTER . (30) JAMES G. GARNER BUILDING 1 fi) All o so t frt y Weak_ was ?e4# 364 VCSP� f .�. s' io - tired (t 111 4 /Or O 7g/4; v. 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