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RE-ROOF PERMITS
l Date it - 2 i'- S Job Address 5 5 5 Legal Description Al- /7-2.3 Owner/Lessee / Tenant /4 f3 / N% c 0 Owner's Address 55 `!J/ .7Sfi Contracting Co. (,i) 1. Q+udifier C�J �. �L.. p� l State# c; '� C� - 3 ) Municipal # Architect/Engineer VAz Bonding Company f/1 Mortgagor `) Address Permit Type (circle one): /06r 1 Sao Ay tP r 3 CQ v r e / 3 C i, hl , c i i S .a yl, o 11 ( pe// Square Ft ,73C0 Q WORK DESCRIP'T'ION tur PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Notary as to Owner d/or Condo President My Commission Expires: uW e �J °G :4„ X 01- - i�' 1�G °S fi'• O� v;ISSIO EXPIRF 12, 199 E'J ;J_D THROUO;: gyp,,, ALAN INSURANCE SERVICES CC 9 35113 FEES: PERMIT r' RADON C.C.F. 7' - Tax Folio 7A) Historically Designated: Yes / No % Master Permit # ) fiti ,; t/: Phone Address 3 S" o / 71 CI 7 ac.. e._ /I / ee,uc (. SS# Phone 4 3 / ( L ; 7 Competency # ? .'? 6 4 Ins. Co. �7e� Address Address BUILDING ELECTRICAL PLUMBING MECHANICAL IOOFIN AVING 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 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 . d zoning. Furthermore, I authorize the above -named contractor to do the work stated. e K' �- ()„,v)„,_„%, e - 9�� of owner and/or Condo President Date Signature o Contractor or Owner - ate wilder Date 0 a ` die APPROVED: Zoning Building/ Mechanical Plumbing otary as to Contractor or Owner- Date My Commis 'OR R ICIAL NOTARY SEAL. 1 e. SAP DT A FA UONTIEL O , * COFI'MISSION NUMBER ;) � O O (z. r.flv wu s7,O .E P. y;ry iN NOTARY Electrical ce-- ve SJ A 1? 1 r, Jr✓ i � c: FENCE SIGN ( TOTAL DUE r 'f ` Engineering METRO-DADE MIN Schuller International, Inc. Roofing Systems Division 717 17th Street P.O. Box 5108 Denver, CO 80217 -5108 Your application for Product Approval of Schuller Built -Uo Roofing Products 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 Underwriters Laboratories, Inc. and Factory Mutual Research Corporation 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 testine will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 0211.03 EXPIRES: METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE, FLORIDA 331 , (305) 375.2901 FAX (305) 375-2908 MAYO 9 1997 it Diamond, P.E. 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 used in Dade County, Florida under the conditions set forth above. APPROVED MAY 0 9 1994 Charles Danger, P.E., Direct: r - Building Code Compliance Department Metropolitan Dade County .a Applicant: Schuller International, Inc. Roofing Systems Division 717 17th Street P.O. Box 5108 Denver, CO 80217 -5108 Category: Sub - Category: Type: Sub -Type: Product Control Notice of Acceptance Roofing System Approval Membrane Roofing System Built Up Roofing Conventional Fiberglass Product Control No.: 94- 0211.03 Approval Date: &JAY 199 Expiration Date: A1.0 9 1991 The Roofing Systems Division of Schuller International, Inc. (a division of Manville Corp.) a fiber glass based building material company, manufactures and markets nationally a complete line of commercial BUR and modified bitumen roofing products. The product offering includes a full line of accessory products including expansion joint covers, moisture relief vents, metal fascia systems and several insulation products. Schuller markets these products through local distribution in the South Florida jurisdiction. The diversity and extent of product offering is the result of years of manufacturing experience and product development by all of the Schuller building products subsidiaries including the newest acquisition, Owens Corning. Schuller offers a variety of approved insulated and non - insulated built -up roofing systems. For detailed system constructions, refer to the following publication; "Schuller Product and Specification Manual" for Built -Up Roofing Systems. Schuller roofing products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for fire and wind uplift resistance. Schuller provides technical assistance through local representatives. For more detailed information, please contact Gil ' iamond, P.E. the Product Information Center at:(800)654 -3103. Larry Glass Technical Service Specialist 9755 Dogwood Road Suite 250 Roswell, GA 30075 404 587 -6345 it Diamond. P.E. t Fes -Core Various FesCant Plus Cant Strips, and Taper Edge Fesco Board Various thickness PA 110 and sizes, Tapered Fesco Foam Various PA 110 Flex -I -Drain GlasBase GlasBase Plus GlasBase Plus 36" x 108' GlasFast Plate/UltraFast Screw GlasKap Various Various sizes from 3" to 6 ". 36" x 108'; Roll Weight: 84 lbs. 36' x 108'; Roll weight: 84 lbs. Various lengths 36" x 36'; Roll weight: 72 lbs. GlasPly IV 36" x 200' GlasPly Premier . 36" x 180' Product Control No.: 94- 0211.03 PA 110 Rigid polyisocyanurate roof insulation bonded to a top and bottom layer of perlite board for use in conventional built -up and other roofing. PA 110 Factory pre- fabricated cant strips and taper edge, manufactured from expanded perlite insulation. BOCA 76 -61, SBCCI 89204, UBC 3236 ASTM D 4601 ASTM D 4601 Type IV ASTM D 2178 Type VI Gil Diamond, Rigid perlite roof insulation board for built -up roofing systems. Rigid polyisocyanurate roof insulation with perlite board facing bonded to one side for use in conventional built -up and other roofing. Two piece flexible drain system composed of a Noryl deck flange, a flexible neoprene bellows and no hub connection. Available in various sizes and styles for most retro -fit applications. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. ASTM D 4601 Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. ASTM D 4601 A rubber modified asphalt coated glass fiber base sheet use in conventional and modified bitumen built -up roofing. PA 114 Insulation fastener and plate assembly for fiberglass insulation only (steel and wood decks). ASTM D 3909 Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built yo roof • Product Dimensions Bestile Flashing Cement Bestile Flashing Cement N/A Expand -O -Flash Expand -O -Guard FP- 10 Vents Trade Names of Products Manufactured or Labeled by Applicant 10" deck flange, N/A base diameter of 4" and a height of 6" Test Specifications ASTM D 4586, Type II Gil Diamon Product Control No.: 94- 0211.03 Product Description ASTM D 4586 A trowel grade, cutback bitumen flashing grade cement mixture including inorganic fibers and mineral stabilizers. Medium to heavy trowel grade, cutback asphalt based flashing cement reinforced with nonasbestos fibers and mineral stabilizers. DynaFlex 25' long ASTM D 5147 SBS modied bitumen composite flashing with fiber glass scrim and two -ply polyester reinforcement, for use in conventional and modified bitumen built -up roofing assemblies for base flashings. Various N/A Expansion joint covers manufactured from non - reinforced, form - supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. Available in various standard configurations and may be custom manufactured to specific dimensions. Various N/A Elastomeric expansion joint cover for vertical expansion and seismic joints. Manufactured from non - reinforced, form - supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. Available in various standard configurations and may be custom manufactured to specific dimensions. One -way roof vent, designed for use in various roof systems, for the release of pressure created by gases or moisture va,• trapped wj in the roofing system. GlasTite Flexible Glastite Flexible Industrial Roof Cement Industrial Roof Cement MBR Flashing Cement Activator MBR Flashing Cement Base MBR Utility Cement PermaPly No. 28 PermaPly -R Presto Lok Fascia and Flashing System UltraFast UltraGard Available 12 ", 18" and 36" wide by 50' long 25' long N/A N/A N/A N/A 36' x 108'; Roll weight: 72 lbs. 36' x 180' Various Various lengths Various thickness and sizes, tapered ASTM D 1668 -86 ASTM D 1668 ASTM D 4586 ASTM D 4586, Type II • Proprietary Proprietary ASTM D 4601 ASTM D 2178 Type VI Gil Diamond, P Product Control No.: 94- 0211.03 Asphalt coated membrane flashing sheet with fiberglass scrim and polyester mat reinforcing core.. Asphalt composite flashing with fiberglass scrim and two-ply polyester reinforcement, for use in conventional built -up roofing assemblies for base flashings. A trowel grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. General purpose medium trowel grade, cement cutback asphalt mastic reinforced with nonasbestos fibers and mineral stabilizers. Activator component for use with MBR Flashing Cement Base. A two component elastomeric, cold application adhesive, consisting of a modified proprietary compound with an asphalt base. ASTM D 4586 General purpose trowel grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. PA 114 A multi -piece fascia and flashing system for built -up and modified bitumen roofing systems manufactured from aluminum or steel. Extender plates available for wide fascia applications. This assembly meet the criteria of FMRC 1-49 for wind resistance perimeter fastening. PA 114 Insulation fastener assembly (steel decks only). PA 110 Rigid polyisocyanurate roof insulation for use in conventional built -up and other roof systems. UltraGrip Various lengths Ventsulation Felt 36" x 36' %" Retro -Fit l3oard Various thickness and sizes PA 114 Insulation fastener assembly (steel decks only). ASTM D 4897 Type II PA 110 Gil Diamond. P Product Control No.: 94- 0211.03 Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. A high density perlite roof insulation board for use in conventional and modified built -up roofing systems. 6 Q .. t Job Address: Contractor Process No. Reviewed Field Test Data ?: Y N Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner • Job Address: Contractor Process No. Reviewed Details ?: Notes: -- FOR PLAN EXAMINER USE ONLY -- Roof System Assembly Product Control Approved: If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Y N y N Built -Up Applications and Modified Bitumen Systems Page -10 Job Address: Contractor Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) BUILDING INFORMATION 112: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 Job Address: Contractor Process No. Insert Building and Parapet Heights. (1/ 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 Oceanline ?: _ Y _ N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL G feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: 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. o (�' I 1 1' 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. • G, � Coy) L G l *IC Clays 3 � Contractor PERIMETER DETAIL #5: 'Other' Detail PERIMETER DETAIL #6: 'Other' Detail Process No. Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: Contractor PERIMETER DETAIL #3: Gravel Stop or Drip Edge Process No. Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge 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. Gravel St /Drip Edge Gage: P Fastener 1 Spacing: '1 o.c. Clip Type: Clip Gage: 1�1 WWW Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 • • Job Address: Contractor PERIMETER DETAIL #1: Parapet Wall Detail Process No. Coping Cap Gage: Fastener - Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: l iL ) 1 Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, de. Include fastener type and spacing used for wood - blocking attachment. Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job' Address: Contractor Process No. T inches T inches T inches 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 ".) Surfacing: ► rl4y l,, ( briefly dawdle. ifapp/icabl ) Top Ply C) I L:1 (3` i `) Bonding Material: Ply Bonding Material: (' S �; L • Page -4 I 11. 1 t /n /is (if bare sh m a Fastener « � ��— Base Sheet: C14 5 5 Bonding Material: PA r I P I (if bare eetbonded ) Fastener. (iftop inndaiion layer meek attached) Top Insulation Layer. (ifapplcable) Bonding Material: (layer insulation ) Fastener. (ifinmtanon mech. attached) Insulation: Bonding Material: (Onalaska banded) Vapor Retarder �(t applicabl Primer. (ilapPltcab7 — DECK: Cr) Type: 11---10 T l age or Thickness: Der. 'ry, ifconcrete deck: Built -Up Applications and Modified Bitumen Systems Job Address: Contractor Process No. Top Ply: ( Type and method of attachment ) Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) tht I I/1 LA on G-►< r 11 (l'11 `-2j l c Built -Up Applications and Modified Bitumen Systems Page -3 Job Address: S 6 5 it i; S r Contractor Process No. ( Check one of the following ) Recover Re -roof: V New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: Y N If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: Y N (If 'yes', attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide 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: ( y / ✓Ci ( Type and method of attachment ) j2c, 1 ,P r /2- /16/ CL?i1ff' Ply Sheet(s): (Type and method of attachment) Built -Up Applications and Modified Bitumen Systems P age -2 I /y itJ L Cie. Y N t a—) ct L ' Job Address: Contractor METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Base Sheet: Fasteners: 1 r _ ►�-�. Ply Sheet(s): �1�,�s 15 Igor Iy Pl Sheets : , Asphalt: I+ l tv, T` 1 ) , „ J • r Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems- , Page-1 APPENDIX 'E' C1,6 Process No. GENERAL: // /� Type of Roof System Assembly to be Applied: </�7 / g(� i���7 CIf�J Manufacturer of Roof System Assembly: / V' // Product Control Approval Number: System Number from Product Control Approval: TWO COPIES ( Attach Hof 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. ) i1 ' �� ,■ Cap Sheet: n f0 v�'� `^ �`'� fjp-?( ( Note: No insulation system is acceptable under the minimum roof category. ) ., , Manville U.L. Classifications Class A Max, Slope: 3" Deck: Non- Combust. Insulation: 3 /4" Fesco max,, 1 '/2" Fesco Foam max., 2" Fes -Core max., none Option: '/2" Retro -Fit" overlay Surfacing: Topgar(.1' Type B Max. Slope: 1 V' Deck: Non - Combust, Insulation: None, Fesco, Fes -Core, Fesco Foam. Option: 'h" Retro-Fit overlay Surfacing; Topgard Type B U.L. Classifications Class A Max. Slope:1 1 /2" Deck: Non - Combust. Insulation: None Surfacing: Topgard 4 Type B Four Ply, Smooth - Surface Fiber Glass Built -Up Roofs Class A Max. Slope: 1" Deck: Non - Combust. Insulation: UltraGard Gold, UltraGard Premier, Option: '/2" metro -Fit overlay Surfacing: Topgard Type Class B Max. Slope: 1" Deck: Combust. & Non - Combust. Insulation: None, Fesco, Fes-Core, Fesco Foam, UltraGard Gold, UltraGard Premier, Option; 'h" Retro -Fit overlay Surfacing: Topgard Type 6 Four Ply, Smooth - Surface Fiber Glass Built -Up Roofs Class 8 Max, Slope: 1" Deck: Combust. & Non - Combust. Insulation: Non) Surfacing: Topgard Type B x 673 -7K<. Specification No. 4GIS For use over Concrete or other Non_t Decks and Fesco'D Board, Fes- Core;v Fesco- Foam;TM UltraGard Gold; Ultra( PremierTM or Approved Insulation wit inclines up to 6" per foot For Regions 1, 2 and 3 Non•Nalloblo DOCk or Approvo0 Inoulo,+on Concrolo Frlmor (Ir Roquuod) ' a Nailablo Dock $noalning Popo, (11 noqulr00) Aophul, ASp?On 07; Buy Specification No., :tGNS For use over Plywood or other Nailable with Inclines up to per foot For Regions 1, 2 and 3 GIA ;00•.� or VOnpuiallon -- ASpno'l --- GIa.PIy PrOm.Or or GIn3PIy IV - t- 1 Su,Inc nQ — Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System limitations apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Product Control No.: 94 0211.03 Schuller GlasBase, GlasBase Plus, PermaPly No. 28 or Ventsulation applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 12" o.c. at the lap, 18" o.c. in two rows staggered along the center line of the sheet in the field. Two, three or four plies of Schuller GIasPIy IV or GlasPly Premier Ply VI ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. t 15 %. (Optional) One ply of Schuller GlasKap adhered in a full mopping of approved asphalt at an application rate of 25 lbs./sq. f 15 %. (Required if no cap sheet is used) Install one of the following: 1. 2 -3 gallons /sq. TopGard B emulsion or 2 gallons/sq. aluminum coating. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat and graveUslag with an application rate of 60 lbs. /sq. & 400 lbs. /sq., respectively. Maximum Design Pressure: -55 psf. Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 3 ":12 "; See General Limitation #3. Specification No.: 3GIS, 4GIS, 4GIG, 3GIG, 3GIC, 4GIC, 501C. 3GIG -CT, 4GIG -CT (see System Limitation #2). Wood Deck System Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. Red rosin sheet may also be installed on plywood decks as an option. 2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 22 Gil Diamond, P.E. Deck Type II: Wood, Insulated, New Construction Deck Description: 19 / 32 " or greater plywood or wood plank System Type A.: Anchor sheet mechanically fastened; approved asphalt. All General and System limitations apply. Insulation Base Layer One or more layers of any of the following insulations: Minimum: 1" x 4' x Approved Type(s): Minimum: 1" x 4' x Approved Type(s): Minimum: ' /2" x 2' Approved Type(s): Minimum: ' /e" x 2' Approved Type(s): Minimum: ' /." x 4' Note: Anchor sheet: Base Sheet: Fastener Type 4' N/A Fes -Core 4' N/A Retro -Fit Board x 4' N/A Perlite, Fesco x 4' N/A Fiber Glass x 4' N/A SYSTEMS all layers of insulation adhered with Fastening Fasteners Detail No, Per Board Approved Type(s): UltraGard, Multi -Max, E'NRG'Y 2, ACFoam -IT Minimum: 1" x 4' x 4' N/A N/A Approved Type(s): Fesco Foam 13 N/A N/A N/A N/A N/A Product Control No.: 94 0211.03 N/A N/A N/A N/A N/A N/A Fastener Density N/A N/A N/A N/A N/A N/A All insulation shall be adhered to the anchor sheet in full moppings of hot asphalt at an application rate of 25 lbs. /sq. f 15 %. Please refer to Dade County Protocol PA 117 for insulation attachment requirements. Schuller GlasBase, GlasBase Plus, PermaPly No. 28 or Ventsulation base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 12" o.c. at the lap staggered in two rows 12" in the field. Base sheet shall serve as anchor sheet for attachment of insulation. (Optional) Install one ply of Schuller GlasBase, GlasBase Plus or Perma Ply No. 28 directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 25 lbs.sq. ± •. j f sheet is a ed Gil Diamond, P. Insulation Types: Fibrous glass Perlite Polyisocyanurate Composite Board Maximum Design Pressure Material Design Pressure Wood -60 psf Steel -45 psf Concrete -75 psf Lightweight Concrete -45 psf Poured Gypsum Concrete -45 psf Cementitious Wood Fiber -45 psf Maximum Fire Classification Material Classification Wood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A Poured Gypsum Concrete Class 'A' Product Control No.: 94- 0211.03 Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. 12 Gil Diamond, P.E Test Agency Factory Mutual Research Factory Mutual Research Corporation Underwriters Laboratories. R10167 (N) Inc. Test Reports Product Control No.: 94- 0211.03 Test Identifier Test Name/Report Date J.I. # 1Q6A4.AM Class I Fire; I -90 12/11/90 Windstorm Classification J.I. # 2P3A4.AM Class I Fire; I -90 09/23/88 Windstorm Classification J.I. # 2N0A6.AM Class I Fire; I -90 09/22/88 Windstorm Classification FMRC 1994 Current Insulation 01/01/94 Fastening Requirements FMRC Approval Guide 1993 Fire Classification -- see 01/01/94 current directory Type III or IV Asphalt ASTM D 312 Type III or IV Hot applied bitumen adhesive used in conventional and modified built -up roofing systems Product Control No.: 94- 0211.03 generic Gil Diamond. P. Multi -Max Insulfixx Fastener Plate Fixx Fastener Rawl Drive Fastener Rawl Spike Fastener Rawlite Fastener Tru -Fast Fastener PermaMop Bitumen Coal Tar Pitch Fiber Glass Fibrated Aluminum Roof Coating Galvanized Roofing Minimum 1 'A' x Nails 11 ga. Perlite Tin Caps various Minimum 32ga x 1 5/8" - 2.0" PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 ASTM D 450, Type I or III PA 110 ASTM D 2824 Type III ASTM A 641 PA 110 Polyisocyanurate foam insulation. Insulation fastening assembly Insulation fastening assembly Insulation fastening system Insulation fastening assembly Insulation fastening system Insulation fastening assembly ASTM D 312 Hot applied SBS rubber modified asphalt based bitumen adhesive used in built -up roofing systems. Hot applied coal tar based bitumen adhesive used in conventional and modified built -up roofing syst Fiber glass roof insulation Fibrated Aluminum Coating Corrosion resistant annular ring shank nails Perlite insulation board Corrosion resistant metal caps Gil Diamond, P. Product Control No.: 94- 0211.03 RMAX SFS /Stadler SFS /Stadler The Rawlplug Company, Inc. The Rawlplug Company, Inc. The Rawlplug Company, Inc. Tru -Fast Trumbull Asphalt generic generic generic generic generic generic Hextra Fastener PA 114 Polymer Gyptec Fastener Roofgrip Fastener ISO 95+ E'NRGY'2 ISORoc Olympic Base Sheet Fastener and Disc Glasfast Striker Fastener GlasFast Fastener Paroc various various various PA 114. Insulation fastening assembly for cementitious wood fiber and gypsum decks. Product Control No.: 94- 0211.03 Insulation fastening ITW Buildex assembly ITW Buildex PA 114 Insulation fastening ITW Buildex assembly PA 110 Polyisocyanurate foam International Permalite insulation PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation. PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation. PA 114 Base ply fastening system Olympic (Lightweight Insulating Concrete only) Con -Tice Fastener PA 114 Insulation fastening system Olympic Fasteners Olympic Fastener PA 114 Insulation fastening Olympic Fasteners assembly Fiber Glass Roof Tape 6' x 300' proprietary Glass Fiber mat together Owens Corning with resinous binder to reinforce fiber glass roof insulation. PA 114 Insulation fastening system Owens Corning PA 114 Insulation fastening Owens- Corning assembly various PA 110 Non woven fiberglass mat Partek, Inc. insulation. (2 Gil Diamond, P. Product Pyrox various ACFoam -II various Hy -Therm AP various Hy -Therm Nail -Line various Anchorbond Fastener DekFast Fastener FM30, FM60, FM 90 Fasteners Nail -Tice Type R Fastener Topgard B Gripdek Fastener Hexcel Fastener Trade Names of Products Manufactured by Others Dimensions Test Specifications PA 110 PA 110 PA 110 PA 110 PA 114 PA 114 PA 114 PA 114 ASTM D 1227 PA 114 PA 114 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Insulation fastening assembly Insulation fastening assembly Base ply fastening system (Lightweight Insulating Concrete only) Insulation/base sheet fastening assembly. Clay based, emulsified asphalt coating with inorganic fibers. Insulation fastening assembly Insulation fastening assembly Gil Diamond, P.E. Product Control No.: 94- 0211.03 Manufacturer Apache Products Co. Atlas Energy Products Celotex Celotex Construction Fasteners Construction Fasteners ES Products Gardner ES Products ITW Buildex ITW Buildex APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal 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 durin rogress of the work. , /4)/5 N �' ' 7 .a ??9 a—R- ' . im. .v .2. e, �2 o� 'ea- �/ 2 % zZr,� ""Sate__ -e a,- - 11 , I, ._ Owner's Name and Address /Z.: ./Tt _PA eiv _1.i! g11�. No c / Street_. e 2 -e Registered Architect and /or Engineer ��� Name and address of licensed contractor_, Pe 1 __IFiQP /Il / 017.. j'__- /_l/!__ ° /1 t_j.,1 Location and legal description of lot to be built on: Lot Block / Subdivision Street and Number where work is to be done ,S _l Al, __ 5.e __ __ 7: -s4 9 State work to be done and purpose of building (by floors) - ' e,„,, � LC.Y y be sent to STATE OF FLORIDA, COUNTY OF DADE. ss lZ /( c Permit No._____� � �_ � Date ' Disapproved �_ Date___ ___ . 1 (Signed) Building Inspector Chairman Member Member Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT • r. -.L G1 -4 7 .b and for no other purpose. /i' New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering._ - -.L. Estimated Total cost of improvements $ /'C 9 Amount of Permit $ tta r c9-e Zone cubage required plan Cubage__ Distance to next nearest building Size of Building Lot Maximum live load to be home by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construe on may o ,_e_ 'r S - .2 7 6. iv, /.a The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks- - - - -- - - - — Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PL ING BOARD DATE Member Member (Signed) ‘ _ to me well known, Member Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty • materials and /or worlunanship. o ' MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Applicat on is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing o. other stru ture he ein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores V- F orida, and all previsions of the Laws of the State of Florida, all ord'nances of Miami Shores Village and r.11 rules and regulations of the Building Division of Miam Shores Village sh 11 be con plied with whether her in specified cr not. A cop of approv d plans and specifications must be kept at building during progress of the work. Date_ _ July 29,1969 19 Owners Name and Address ___ _ Dallas G1assecHirror Co. N NE Street_. 87th _ St ` Registered Architect and ' or Engineer _ _. Biscayne Roofing Co. 5180 E. filth Ave Hialeah, Fla. Name and address of licensed contractor _ ___ _ Location 'nd legal description of t to be built on: Lot_ -- _ __ -- _ _- Block __ _ _ _ __ . _ Subdivision _ -- Street and Number where work is to be done_ ____ _ . _ 559_ N.E. 87th Xt Reroof canopy and flash parpert State work :c be done and purpose of building (by floors) ___—___ _ _ __ _ _______ _ __ ____ _ ___ _ ___ _ _ _ _ _ _ _ _ ._ Remarks_ _ _ New Building _ ___ ___ _ _ Remodeling _ __ _ Additic. _ Repairs___ ____ g - -•- p ._ ._ __ _ No. of Stories ._ _ To be constructed of _ Kind of foundation _ ___. __ ___- _ _ ._ _ _ _ _ _ Roof Covering Built -Ivo Estimated Total cost of improvements $ __ . . 350_._00 _ _Amo1 . t c" Permit $ Zone cubage required_ _ _ _ _ - _ - - -Plan Cubage - _.__ _ - Distance to next nearest building_ - - __ _ __ __ -- _ _ _ _Size of Building Lot____ _ _ . Maximum live load to be .( me by each floor.__ I hereLy submit all the plans ..d suecifications - o: sa'd cnilding. All notices with reference to the building and its cony tr. ction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanen :- Supplement, and has complied with the p :•- v'sions thereof, and will require similar compliance from all contractors or sub - contractors c- p'oyed b. him m the work to be r r rformt d u der this permit; and will post or cause to be poste or inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agree: to ploy only bcontractors, on work 'o be pe formed under th's permit, -r are licensed by Mini_ • S'uo e, Village. COUNTY OF DADE ss • Before me, he undersigned authority, a notary pubh. , duly uthorized to administer oatlic and take acicnowledgments, per crially ap- peared ■ and for no other purpose. _ _ to me well known, and who, being by m: first duly swoc upon oath deposes and says that he is the of he above described const.0 lion tha. se has carefully read the oregoing n:ication, and that he did sign the same, and that all facts therein b him stated are true. Per it No. _ _ 1 / Disapp o ed (Signed) Chairman _ Member Member _ _ Co._ :il Approved uildi -.g Inspector Date - 3/ - 6 7 Read, Sworn to and Subscribed before me. - - - - - - - - -- -- Notary Public, F. to of Florida My Conuniss'on Expires __ PLANNING BOARD DATE Member __ Member - -- -- - - -- -- M ber _ . Da_e D sapp:.oved - - - _ _ Date NOTE: A charge of $1 00 will be made for making corrections or changes to this appl - cation after apps va1 has been obtained from the Planning Board A re- ir__pe::' c, fec of $1.00 will be charged when such ,e- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. v I � i ,oO� Scot 0- 6 / Q,/i0 aR Rc)(1 ' z-r) ? Li PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 0 `°' (rte`' 'l 5 Address � - �7$ g7 Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / C � Owner's Address j S01--$74 /VT/ -() s 1 Contracting Co. A (,. o M tR. R 5, A/C, lie, Address Qualifier RIWCNS ST L,AU o./� Phone State # ( 00 Municipal # C njlk(rrS Competency eflPgreIns. Co. Address FEES: PERMIT r v� DA \V,s c-- A gs Signa a er and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires: RADON C.C. Master Permit #( Phone (1 733) Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION �1 /� Ar)\-1 e-p /Q (/ Q/ 3 /�/ P/ /1/s ) f P 5 tof 7eiLyyi X27 Square Ft. Estimated Cost (value) 77377 or) 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 OF 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 `'n compli. ice 'th all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to d the work stated. Date No as to Contractor or My Commission Expires: NOTARY Date NSWATV PU32 �'C CCACb : GM MY COMM ISSYOK .;;r%. BOND TOTAL DUE b / Date APPROVED: Zoning Building Electrical o q 6g Mechanical l" ‘ �" . Plumbing Structural Engineer Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 55q- 516 L) v 6 s r Tax Folio V , Legal Description Historically Designated: Yes No � a9, Owner's Address ,. .2'06 d 5. Ix) • '71 S l v Pp 5! 0 . Pe FL Phone Contracting Co. r 002 h�G U Gj 01) O �1� Address Qualifier --J(� ire 0 , Obe a1 o ta-tl SS# State # (D of I )f Municipal # Architect/Engineer Address Bonding Company Address ft Mortgagor Address /Lessee / Tenant gtJJtJ & r(, 1; L &) � ` /4/f n, , ,'. /Q Master Permit # Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA FENCE SIGN WORK DESCRIPTION Q o ke,-LW)u b n i (, p 1131`' 5t (+u- Square Ft. (CI 451 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 zonin r Furthermore, I authorize the above -named contractor to do the wor .. : ted. 12 , 2000 N•tary as o er an or Condo President Date No Co u on Expires: July 6, 2004 My Owners: Dominic Bianco and Rommel Dallas, Co- Trustees 120 Shirley Circle, Steubenville, OH 43952 LILY N. BIANCO, NOTARY PUBLIC, STATE OOFN HIO COUNTY FEES: PERMIT "�� /,� RADON C.C.F. �s! APPROVED: Zoning Mechanical Building Competency # bt (a q - Ins. Co. ON 1 rt. 1.0 of Contractor or Owner - Builder c otary as to Contractor or Owner- Builder Commission Tres: ,� "'' c , SANDRA D. MAT! c y : t ^.' yOi l CC62 ? c.g • ' Erc- s N114P. 12.2001 oO�'Qiu'r1j`VE� 41'6Y'J .iV1ts�: 'NJ co., SAO. NOTARY 0 °� BOND (a 6 Phone 35 5' '757 ;21=a,, TOTAL DUE D to d Plumbing Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 013R3094:22 2000 JUN 27 13 =09 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: 5!q - 57S NE 21 S " 1� Shnvrc , FL 2. Description of improvement: 1 rMf l — r U', fj..Ji ('h 5 h VC 196 U 3. Owner(s) name and address: & ALL FI ck rv, k.' LEI - w9N4Ge,P ?leO 1 it.t). 11st T -rr 510 FL 333/ 41 Interest in property: Name and address of fee simple titleholder: DO MINIC BIANCO and RCMMEL DALLAS, O)- TRUSTEES 120 Shirley Circle, Steubenville, OHIO 43952 4. Contractor's name and address: btn (9c t.a' Aft -, A1q g 361 tiG 6 fl ,Sift » - /O0 hitan Sht FL 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ I I 6. Lender's name and address: SignatuFi.ef Print Owners Name Sworn to and subscrib Notary Pub A 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 d is specified) ' e-TRo.S7rEE.S DOMINIC BIANCO and RO V1MEL DALLAS, CO- TRUSTEES of re me this 12t ht of June Print Notary's Na e r% Lily N, Bianco My Commission Expires: July 6,2004 ,*c _ 2000 LILY N. BIANCO,._.NOTARY PUBLIC,. STATE, _OF (CIO,.- .JEFFERSON COUNTY STATE FLORIDA, COUNT Oe OAl22 1 HeREB t'CeRP1Fy 0 Ihi 1Hat this 13 rd of Ma � ceor -- bbttNSSmyhan. _. HARVEY RUWA Ct of A D 20 at Seat. 1 Circuit and County Counts Prepared by: _Witty dart Address: 9 (9t9 m ad, sbA) iblt j L. 33021 123.01-52 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. Thr wner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of Kling that the roofing system meets the wind resistance and water intrusion performance standards. Asthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the o ion of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and y cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of ctural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident un 1 the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not loaded from a build up of water. Perimeter /edge walls or other roof extensions may block this scharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 0 Signature 's/Agent's Signature f •ntractor's Signature Contractor's Name: Job Address: 5.5�° 5173 _IV I 7 ROOF CATEGORY 9 Slope Application) ❑ (Nail -On Tile) ❑ (Mortar - Adhesive Set Tile) L (Asphalt/Fiberglass Shingles) ❑ ( Metal RoofsWlood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof R roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') S 1 Sloped Roof Arca (ft') Total (ft') Y..( 7 Master Permit No. Exposure category (per ASCE 7 -88): C. • Building Classification category (per ASCE 7 -88 table 1):. t. x 7. 712 . / /c27 UNlt'ORM kWOI'UNG PERMIT APPLICATION PROCESS No. .t--- sr&ez o y¢ e‘Aa u /d ROOF HEIGHT AND SYSTEM DETAILS 86' po, 9Q 14- Sr'a 0 86Zio 41 . - ,eq //w )"'P C s o`er r.,.4 'lJ 1 q G .4-lr�/..zet. d4' /e6,6# gepc9. ea(a- 49 P ';c2 pva /' oj' 2 -e e /.s? , Afo faD e ee4df $I PieVC7 / acogew Deck type: ATTACHMENT Fastener Type: 11 � -4 SPACING A 11 al // I X Perimeter: d'lo « Comer: ° DTAIL 1 & 2 S J ' er S( N s e risv (Draw details as needed) Page - I - • ROOF PLAN eA )ee- .1/'daiVe e / x 4 .. X/iq S7r9Y METRO -DADE 41: PRODUCT CONTROL NOTICE OF ACCEPTANCE Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 Approved: 11/04/97 Internet mail address: postmaster ©buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GA F Conventional Built -Up Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatec/: Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -40 and the standard conditions on page 41. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this- product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this.approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the 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 manufacturer. aul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Commit?ee to be used in Dade County, Flori under the conditions set forth above. PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.corn Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Conventional Sub -Type: Fiberglass System Description GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 -ROOF -411. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 41 Product Control No: 97- 0804.21 Product Control No.: 97- 0804.21 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 ran Zuloaga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® 5 gallons ASTM D 4586 Fiber reinforced, polymer modified itilodified Bitumen Flashing cement Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Dimensions Specification Description 5, 55 gallons 60 lb. bags ASTM D 1863 5 gallons ASTM 1227 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons ASTM D 4586 Asphalt flashing Cement 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll Product Control No: 97 0804.2I ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. 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. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt . with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt oati° Page 4 of 41 .1 - 0o ing Product Contro Product GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN GAFTEMP® Composite Test Dimensions Specification 76 lb. roll 60 lb. roll various 69 Ib. roll various various various various various various various Product Control No: 97- 0304.21 Product Description ASTM D 3909 Asphalt coated, glass fiber neat cap sheet surfaced with mineral granules. ASTM D 4897 D 3672 ASTM D 489 D 3672 PA 110 • Page 5 of 41 Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SBS- Type II, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam 111SUlat1011 PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insuh�ian Roofing Product Control xam Product Control No: 97-0804.21 . Test Product Product Dimensions Specification Description GAFTITE® Base - PA 114 Base sheet fastening assembly. Sheet Fastener and Plate Galvalume Plates 3" and 3 '/2" PA 114 Round galvalume stress plates. NTB Fasteners PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Polypropylene Plates 3" and 3 '/2" PA 114 Round polypropylene stress plates. Ruberoid® 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and 95 lbs. interply sheet reinforce with a glass fiber mat. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Smooth 87 lbs. polymer modified asphalt and smooth , surfaced. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -woven polyster mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with 170FR 103 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non- Woven polyester mat coated with FR 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, TORCH Smooth 87 lbs.' asphalt modified bitumen membrane, smooth surface. RUBEROID® 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, TORCH Granule 102 lbs. asphalt modified bitumen membrane, granule surface. Page 7 of 41 Product RUBEROID MOD Asphalt L RUBEROID MOD Asphalt P GAFTEMP Composite A GAFTEMP Tapered Composite A GAFTEMP Composite N GAFTEMP Tapered Composite N GAFTEMP Tapered Isotherm R GAFTEMP Tapered Isotherm RA GAFTEMP Tapered Isotherm RN GAFTEMP GAFCANTT"' GAFTEMP GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTEMP Recover Board Shingle- MateTM Underlayment Test Dimensions Specification 60 lb. kegs 60 Ib. kegs Various Various Various Various Various Various Various Various Various Various 1/2" thick, Various sizes 4 sq. roll 30 lbs. SEBS modified asphalt SEBS modified asphalt PA 110 Polyisocyanurate /wood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard composite PA 110 Polyisocyanurate /wood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard composite PA 110 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Tapered perlite board PA 110 Perlite board Page 9 of 41 Product Control No: 97 Product Description Fiberglass reinforced shingle underlayment Roofing Product Control Examiner Test . Product Product Dimensions Specification Description Dekfast Fasteners #14 High Density Wood various Fiberboard Pelite /Urethane Composite Roofing Nails various PA 110 Wood fiber insulation board Page 12 of 4 l Product Control No: 97- 0804.21 Manufacturer Dekfast Lock Plate 3" x 3 1/4" • PA 114 Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Construction 4'12 and wood decks. Fasteners Inc. (with current PCA) ISO 95+ Composite PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) Asphalt ASTM D 312 Type III or IV Hot asphlat generic bitumin adhesive Asphalt Primer ASTM D 41 Asphalt Primer generic EPS various PA 110 Extruded polystyrene generic insulation generic PA 110 Perlite / urethane composite generic board insulation Perlite Insulation various PA,1 10 Perlite insulation board generic Polyethylene 4 mil min. Vapor barrier / Air barrier generic Red Rosin various Rosin paper for barrier generic layer on wood decks Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Roofing Product Control Examiner Tin Caps Test Product Product Dimensions Specification Description Min. 32 ga. x Corrosion resistant circular generic IV discs. MB aluminum roof PA 121 coating (with current PCA) Dens -Deck various PA 110 Gypsum insulation board. Georgia Pacific (with current PCA) #12 Roofgrip PA 114 Insulation fastener for steel 1TW Buildex or wood decks (with current PCA) 14 Roofgrip PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks (with current PCA) Gripdek Fastener PA 114 Insulation fastener ITW Buildex (with current PCA) Hexcel Fastener PA 114 Insulation fastener ITW Buildex (with current PCA) Hextra PA 114 Insulation fastener and ITW Buildex metal or plastic plate (with current PCA) Standard Plastic 3" round PA 114 Polyolefin plastic plate ITW Buildex Plate (with current PCA) ISO 95+ various PA 110 Polyisocyanurate foam Firestone insulation (with current PCA) E'NRG'Y -2 various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation (with current PCA) 1SORoc various PA 110 Polyisocyanurate foam / NRG Barriers, Inc. tockwool composite (with current PCA) insulation Olympic Standard 3" round PA 114 3" round galvalume AZ55 steel plate Page 13 of 41 Product Control No: 97- 0804.21 Manufacturer Aluminum roof coating Grundy Industries Olympic Manufacturing Group, Inc. with current PCA) Roofing Product Control Examiner Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 / 2 " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: GAFGLAS® #75, GAFGLAS 480 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum I /" 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 sheet in the field. Ply Sheet: Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pressure: -45 psf. (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 6 ":12 "; See General Limitation #3. Specification No.: N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B -4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M /P6, N- B -4 -C, N- B- 4 -C/P6, N- B -5 -C, N- B- 5 -C /PC, N - B - - N - B - 5 - /P6, N - B - - N- B- S -M /P6 Page 21 of 41 Product Control No: 97- 0804.21 Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. if the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex PlyT "' 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. ''/ Type X gypsum board is acceptable to be installed directly over the wood deck.. • Page 37 of 41 Product Control No: 97- 0804.21 u oaga, Roofing Product Control Examiner GENERAL LIMITATIONS Page 38 of 41 Product Control No: 97- 0804.21 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isoc_yanuratc foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II 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. Fran Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.21 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 1 1 1 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro - Dade County Protocol PA 1 0 5 . I f the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing, Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be 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(a)(3) of the South Florida Building Code. 13 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 ranee and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117. Page 39 of 41 Roofing Product Control xarniuer 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind loa.i requirements of Chapter 23 of the South Florida Building Codc to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred Nv ithin this NOA, General Limitation #7 will not be applicable.) Page 40 of 41 Product Control No: 97- 0304.21 u oaga, Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVT) 1999 Roofing Mate ROOFING SYSTEMS (TGFU)— Continued 29. Deck: NC Incline: 1/4 • Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 al /sq /application or three apptications, applied 1 -1/4 gat /sq /application (26 -32 dry mils). Surfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal /sq (12 dry mils). 30. Deck: NC Incline: 1/2 . Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three apptications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: "GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoflex S- 1000 ", applied at 1 gal /sq (10 dry mils). . 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. • Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 Foam: "Polyfoam 275 ", any thickness. Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoflex A- 6200" series (various colors), 1 -1/2, gal /sq (14 dry mils). 34. Deck: NC Incline: 2 o Base Coat: One or two applications Gacoflex UB- 7050 ",ap thickness. plied at1 gal /sq. /application (16 -32 dry mils). Surfacing: One application of "Gacoflex A -55 Series" (various colors), applied at 1 -1/2 gal /sq. (15 dry mils). 35. Deck: NC Incline: 1/4 Foam: "Polyfoam 251 ", "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat: "Gacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). Trowel Coat: 30/60 mesh crushed walnut shells mixed at a rate of 5 UB 6 v "Gacoflex or "Gacoflex 4 ',appliedat1 -1 /2 gal /sq (8 dry mils) followed by the broadcast application of 30/60 mesh crushed walnut shells apptied at 7 -8 tb /sq. Surfacing: "Gacoftex U -66 ", applied at 1/2 gal /sq. (6 dry mills). GAF MATERIALS CORP 1361 ALPS RD, WAYNE NJ 07470 " RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific "Dens- Decko" overtayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overtayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens- Deck" in hot asphalt. "GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT. #80 Sheet ")i e s a suitab terrace Base t'glass fiber pty sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75' Base Sheet ", "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulation; may be•hot mopped or mechanically fastened. R1306 ,steals Directory ROOF COVERING MATERIALS (TEVT) 141 ROOFING SYSTEMS (TGFU)— Continued "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PER,' ALITE " cr any other UL Classified perlite insulation. Crushed stone or slag are sLitab;e alternates for gravel in and rr the C,,ss , B or C systems listed. Structural cement fiber building units are considered suitable tr.) L_ as a deck in the following Class A, B or C systems listed over C - 15/32 ur The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene,' erlite) is suitable alternate for isocyanurate board in the following Class A, B cr C systems. Composite A" Isotherm substituted fur any isocyanurate ate r in any of the following Classifications. • Trumbull "Perna Mop" may be utilized with any of the follc.ving "Ahalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS h80 Premium Base Sheet may be used in any of tile following systems. B Hot roofing asphalt, for use with organic and C glass felts or modified bitumen membranes. 1. Deck: C -15/32 Class A Lutine: 3 Insulation (Optional): Ore or more layers perlite, 'woad fiber, gl„„ fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite; urethane composite, wood fiber /isocyanurate composite, phenolic, ail; thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite,' urethane composite, v:ood fiber /isocyanurate composite, phenolic, .11‘.; thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Fly 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC ' ' Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Pty Sheet: Two or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply • 6 " Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Deck: 1 -15/32 Incline: 1 ( Slip Sheet (Optional): Red rosin paper, nailed to deck. Base. Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). • Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". / . ; Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet" Deck: NC Incline: 3 ■ Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet'; 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. rein (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or gran,.: cr "Ruberoid Mop Plus" (granule). • Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more tayers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. LOOK FOR THE UL' MARK ON PRODUCT ✓/ Strip and Removal Glove Bag Bulldozer Wrecking Ball Wet Method * Dry Method Explode Burn Down OTHER: % t151IQIOY TYPE OF NOTICE (CHECK ONE ONLY): ORIGINAL ❑ REVISED j ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION9FING IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES 0110 IF RENOVATION: File # IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ❑ NO IS IT A PLANNED RENOVATION OPERATION? ❑ YES ❑ NO Process # / Facility Name Address 5 City/ . /✓; . ` �; State ' Zip County Site Consultant Inspecting Site Building Size _ (Square Feet) # of Floors _ Age in Years , Prior Use: School /College/University Residence Small Business., Other Present Use School /College/University Residence Small Business Other II. Facility O wner r .fir' ;° ' y,i';:%i' Address City State III. Contractor's Name Address State 2 Zip Is the contractor exempt from licensure under section 469.004(7), F.S.? ❑ YES ❑ NO City Florida Licence No. ; IV. Scheduled Dates: VII. Asbestos Waste Transporter: Name Address 1 ; City VIII. Waste Disposal Site: Name Address 7 l City IX. Amount of RACM or ACM Name,�lof Owner / Operator-//PRINT S gnature of Owner /Operator Asbestos Removal (mm/dd/yy) Start: Finish: V. J'rocedures to be Used (Check All That Apply): * MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: /1 square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing Florida Department of Environmental Protection Division of Air Resource Management State Phone (� Zip a Phone ( ) Demo /Renovation (mm/dd/yy) Start: Phone ( ) MIAMI -DADE i4 Zip Class State ` Zip X. Fee Invoice Will Be Sent to Address in Block Below: ( Print or Type) Miami -Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9-223 Miami, Florida 33130.1540 Finish: I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. (Date) (Contact Phone #) DERM USE ONLY Postmark/Date Received ID# GEOTECHNIZAL ENVIF ONMENTAL HYDROGEOLOGY ASBESTOS Miami, June 28, 2000 Mr. Jim Obenour OBENOUR ROOFING 9301 Park Drive, Suite A101 Miami Shores, FL 33138 Re: Existing Buildings 559 -575 NE 87 Street Miami Shores, FL Dear Mr. Obenour: frrrAtt MINIM DYNATECH ENGINEERING CORP. Pursuant to your request; DYNATECH ENGINEERING CORP., conducted as Asbestos Roof Survey on June 27, 2000 at the above referenced project. The purpose of our inspection was to secure bulk samples for analysis to determine the presence of Asbestos Containing Materials in the proposed roof renovation roof area. Access to the interior underside of the roof was not provided and is not part of this survey. The scope of our inspection covered the following areas: Roof at the above referenced project. (see attached plan) Based on our laboratory analysis; it was evident that asbestos fibers were found in the following secured bulk samples: 1- Aluminum coated flashing bull @ parapet wall: Paint only was found with 3 -4% chrysotile fibers. 2- Aluminum coated flashing bull @ parapet wall: Bull was found with 4 -5% chrysotile fibers. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 0 Phone (305) 828 -7499 0 Fax (305) 828 -9598 Page No. 2 559 -575 NE 87 Street Based on our visual inspection, physical site assessment and potential for damage, it was evident that the roof material is considered Category I - Non friable material. It is our opinion that this materials need not be removed prior to demolition because generally these materials do not release significant amounts of asbestos fibers when damaged. Yet, in the event of future repair and replacement of the roof material, all work shall be conducted by a Florida Licensed Roofing Contractors with on site Roofing Asbestos Supervision as provided in Section 469.012 of F.A.C. and in compliance with NESHAPS and OSHA regulations. We further recommend a competent person be on site for Air Monitoring during removal of A.C.M. This inspection report is the results of a diligent search of the facility for asbestos containing building materials (A.C.B.M.). All analyzed samples were readily available to our surveyor. We do not claim to have identified all of the asbestos containing building material present in the facility. If in the course of a renovation or demolition activity, suspect materials become exposed, all activities should immediately cease and the suspect material brought to our attention for evaluation and recommendation. This report is designed to aid the building Owner, Architect, Construction Manager, General Contractors, and Potential Asbestos Abatement Contractors in locating ASBESTOS CONTAINED MATERIALS. Under no circumstances is this report to be utilized as a proposal or a project specification document. When implementing the response actions, parties responsible for final selection should remember that actions shall be sufficient to protect HUMAN HEALTH AND THE ENVIRONMENT, but may also be the least burdensome method. Nothing in these recommendations should be construed as PROHIBITING or discouraging removal. It has bee a pleasure serving you at this phase of your project and look forward to do so in the near future. Sincerely yours, cvt Wis . Naarnani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 395.84 Asbestos Consultant Number EA 0000045 WN /no Iz o Location Description Approximate Amount F NF Condition Potential for Damage Analysis 1 NE side roof Aluminum coated roof system over insulation over built up tar & gravel roof system over wood deck 1000 sq.ft. X G/L NAD 2 SW side roof Aluminum coated roof system over insulation over built up tar & gravel roof system over wood deck N/A X G/L NAD 3 S. side roof Aluminum coated flashing bull @ parapet wall 25 sq.ft. X G/L Paint only: 3 -4% 4 E. side roof Aluminum coated flashing bull @ parapet wall N/A X G/L Paint only: 3 -4% 5 N. side roof Aluminum coated flashing bull @ parapet wall N/A X G/L Paint only: 3 -4% 6 W. side roof Liquid applied paint over bull @ parapet wall 10 sq.ft. X G/L NAD 7 NE side roof Built up tar & gravel roof system over a wood deck 2560 sq.ft. X G/L NAD 8 SW side roof Built up tar & gravel roof system over a wood deck N/A X G/L NAD 9 S. side roof Aluminum coated flashing bull @ parapet wall 60 sq.ft. X G/L Bull only: 4 -5% 10 W. side roof Aluminum coated flashing bull @ parapet wall N/A X G/L Bull only: 4 -5% Date Client Project • • • • Surveyor No. Sample Tvne DYNATECH ENGINEERING CORP. ASBESTOS SAMPLING REPORT 750 W. 84th Street, Hialeah, FL 33014 06 -27 -00 OBENOUR ROOFING Property @- 559 -575 NE 87 Street, Miami Shores, FL : 7ME0209920031R By: C.G. . Bulk Samples Analysis: P.L.M./D.S. F = Friable NF = Non Friable NAD = No Asbestos Detected CHRY = Chrysotile Condition G = Good D = Damaged S = Significantly Damaged Analyzed by: Premnath Boodoosing DYNATECH ENGINEERING CORP. NIOSH 582 Cert. #7ME090203003DS Potential For Damage L = Low M = Medium H = High Iz 6 Location Description Approximate Amount F NF Condition Potential for Damage Analysis 1 N. side roof Aluminum coated flashing bull @ parapet wall 60 sq.ft. X G/L Bull only: 4 -5% 2 E. side roof Aluminum coated flashing bull @ parapet wall N/A X G/L Bull only: 4 -5% 3 NE side roof Built up tar & gravel roof system over insulation over another tar & gravel roof system over gypsum deck 3000 sq.ft. X G/L NAD 4 SW side roof Built up tar & gravel roof system over insulation over another tar & gravel roof system over gypsum deck N/A X G/L NAD 5 S. side roof Flashing bull @ drip edge 45 sq.ft. X G/L NAD 6 E. side roof Flashing bull @ drip edge N/A X G/L NAD 7 N. side roof Flashing bull @ drip edge N/A X G/L NAD 8 Center side roof Bull in pitch pan 80 sq.ft. X G/L NAD 9 SE side roof Bull in pitch pan N/A X G/L NAD Date Client Project rolec Surveyor No. Sample Type DYNATECH ENGINEERING CORP. ASBESTOS SAMPLING REPORT 750 W. 84th Street, Hialeah, FL 33014 06 -27 -00 OBENOUR ROOFING Property @- 559 -575 NE 87 Street, Miami Shores, FL 7ME0209920031R By: C.G. Bulk Samples Analysis: P.L.M./D.S. F = Friable NF = Non Friable NAD = No Asbestos Detected CHRY = Chrysotile Condition G = Good D = Damaged S = Significantly Damaged Analyzed by: Premnath Boodoosing DYNATECH ENGINEERING CORP. NIOSH 582 Cert. #7ME090203003DS Potential For Damage L = Low M = Medium H = High Dynatech Engineering Corp. Client: OBENOVR 'ROOFING C.O. Scale: N.T.S., Project: 559 - 575 NE 87 5'4Qfi6T rzl%A..41%, FLofL10A. Date: 6.27.00 4 bpi 40' L 2.5' ti 0 0 6tif 8 LJ 5o • 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. Permit No Disapproved _ ( Signed) Chairman - Member Member ..._ _. Council Approved L/-Lo ac=n3yREs MGo,LQa ,APPLY G=UM E MGLDD GAO FEM IT ms/ ESS.- Date _ Date 0 Building Inspector / My Commission Expires PLAN -1T' G BOARD__ __ . DATE Member Member . - - Member _ _Date Disapproved Date - ------- _ - 1_'2 C //e ,, 19— 7 � - Owner's Name and Address__D 19E 67 \i g No / Street Registered Architect and /or Engineer Name and address of licensed contractor I . . _ _ 6 _ __ (Per 1 / (P� a/ - __ / 1 �,9, / : / Location and legal description of lot to be built on: Lot Block Subdivision �/ �- Street and Number where work is to be done 5- 6./ ___.____ � ! 7 ° State work to be done and purpose of buil in (by floors) and for no other purpose. Addition Repairs__ -- X No. of Stories New Building Remodeling To be constructed of Kind of foundation Roof covering Estimated Total cost of improvements $ 5 Amount of Permit $ Zone cubage required plan Cubage_ Distance to next nearest building ____ _ Size of Building Lot_ Maximum live load to be borne by each floor_. I hereby subtr it all the p and specifications for said building. All n ces with r erence to the building and its construction may be sent to--- - _ _ ( --- . - �j. - -- - -/f� 8� - /E/ ,1 c l 77/ . - / / 73.73i/ ›___ 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, Com.iled General L of Florid. Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance f :�n all contra •'s or sub - • f actors employed by him j , k be performed under this in the work to be performed under this permit; and will post or cause to be posted .r inj.ectio the site o e work such public notice or notices as are required by the Act. The undersigned agrees to employ only succi sub . ct. / o permit, as are licensed by Miami Shores Village. / 1 / {' Remarks__ ________ _ _ _ - -- -. _ .. (Signed / _ -- - -- X 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 e true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida .__- ..Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after app -n has h - obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper :m .• tor ins, . on or faulty materials and /or worlananship. BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA Date ELECTRICAL ❑ PLUMBING ❑ PERMIT N9 10689 ROOFING 0 0 Owner of Building CONTRACTOR or BUILDER Work to be performed under this Permit License No. Contractor's i :... BY AUTHORITY r 19. Architect Contractor or Builder Legal Lot Subdi- Description BI vision Sq. Ft. Address of ; Value of , 1 Amount of Building Project $ I 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 anv 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 respun sibility for work done by his agents, servants or employees. r 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 regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shure Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. STATE OF FLORIDA, COUNTY OF DADE. $s. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uindc for the approval of the detailed statumenr us inc plans and specifications herewith submitted for the build • inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, 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. CA GI,/ 0 %® Date -.. 4.Y-Mn ,19.. Owner's Name and Address... eC °g ® Instruments ._ No.... ».. ».... » ». Street._... Registered Architect and /or Engineer :,.,. ...•••.,.• :,,.,,,.<,..,.. • P� Name and address of licensed cont ctor. 1,...A F.� ....3�i�115, �', �� o.... YiC�lt4 °.a._._�'..._ �a�"h �� A Location and legal description of lot to be built on: Miami, 71p. 3371„44 Lot Block Subdivision ._...... Street and Number where work is to be done 57.5 L ---50, -- E.0.E.0,.-Nth. - -r -t..ai . -_ +._.. -. — State work to be done and purpose of building (by floors).... t'.DOf- e.tolry. ply - -- -_..__ __.. - _, -.- ....and for no other purpose. Ncw Building Remodeling Addition Repairs No. of Stories 7, To be constructed of Kind of foundation Roof Covering... Li:y 1u' , ..............._..__ Estimate Total cost of improvements $ 4 Amount of Permit 5r 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.. Al ..Spr ag r...Ll®ofi 9. - -.li . 8.90....5.. .o.....69..t.( ..d z ua N' 7.=,:%. -.t Q. ?7.: _: The undersigned applicant for this building permit does hereby certify that he understands and accepts his obli ations as an employer of Libor under the Florida %Workmen's Compensation Act, being Section 5966, Compiled Cen,= - l Laws of Florida, •` rnane•nt Supplement, and has complied sit', the provisions thereof, and will require similar compliance from all parr ctors or sub -con tors employed by him in the work to be performed under this permit; and will post or cause to be posted for ins 'acts • gn the si t , ork such uhlic notice or notices as are required by the Act. The undersigned agrees to employ only such sue 'ntr on perfo under this permit. as are licensed by Miami Shores Village. Rernuks. -. — (Signed) /�� �� � n ' d � L. Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. 23 f .L Date 6 // .. »._._ Read 3Sw t and Sub ribed _" e;ate.; Permit No.. y d.. .. (�. -. - - -- Notary Public, State Florida(/' (Signed) Building Inspector All - g'in S/S J: 267-2'4 .?ACT, to me well !mown, My Commission Expires __ ._......_. PLANNING BOARD DATE Chairman » Member _....... _ ...... ..._..._ \icrriber 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 fmm the PI•rnnir,;; iloard. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspection oe faulty materials anti /or workmanship. Application is hereby mode for the approyal of the detailed statement ur toe 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...—..—...— G n � ._ p � .... , Owner's Name and Address .— No. 6 1!! eet — if /_ Registered Architect and/or Engineer , .sv•• +„•a,,,nnat «e• + •w Name and address of licensed contractor / Location a description of lot to be built on: �', --5:9/r/ Lot. U ' gi /V /. Block.... ,3 Subdivision `- �{ `� f s' 0-7';6! 6 Street and Number where work is to be done -e 7 ..____ ...._ State work to be done and purpose of building (by .. floors �.? - fit .. /t 0 . 1 ..... . -(. ........ T �— 60...Are---L4--- • . i/tl✓ � ....rst. New Building To be constructed of I:i d of foundation Estimated Total cost of improvements 5 ./,.In f Amount of Permit S. ' Zone cubage required plan Cubage Distance .to next nearest building.. Size of Building Lot \faxiunum 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. APPLICATION FOR BUILDING PERMIT t Disapproved `t Date (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Remodeling Addition Building Inspector and for no other purpose. Repairs No. of Stories oof Covering Notary Public, State of Florida My Commission Expires 4 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 Ns ith 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 au ntractors, on work to be performed under this pcnnit, as are licensed by Miami Shores Village. Rem.uks (Signed • STATE OF FLORIDA, 1 COUNTY OF DADE. J Ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths end 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 carefu ly read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ` Permit No.._.... 1 .I..�` Date Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Chairman Member \teraber 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 Iio.trd. A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miamd Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date..._.... February 20th _ »... »._� .. ».... ,19.. Owner's Name and Address Dirs. Fiaitlbe� ten _ No.. 559 _.. Street..�....Ili...8?$$! Registered Architect and/or Engineer Name and address of licensed contracto? L .. Roefing &Tile CQ A,r, ... a�LS_..�� ..�T.......` �St..S$•.�. - .T�$ .F7;,3; Location and legal description of lot to be built on: Lot Block Subdivision 559 N. E. 87th street Street and Number where work is to be done State work to be done and purpose of building (by floors) Repair ..gravel .. roof. _..__ and for no other purpose. New Building Remodeling Addition Repairs US No. of Stories 11 _ To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 225.. 00 Amount of Permit L$..OD Zone cubage required . Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.......... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Libor 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 arc required by the Act. The undersigned agrees to employ only such subcon actors, o k to be •irormec Lander this permit, as are licensed by Miami Shores Village. Remarks — •-• —.__ (Signs STATE OF FLORIDA, COUNTY OF DADE. ss. peared Chairman Member Member ...... Member Member Member Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take ncknowlcdgments, personally ap- to rate 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 name, and that all facts therein by him stated ` are true. Permit No..__ U 7 - Date..- — 7& ._ Read, Sworn to and Subscribed before me. Disapproved i e Notary Public, State of Florida (Signed) C. B l mg Inspecto My Commissioan Expires PLANNING BOARD DATE Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections os changes to this application after approval has hvrn obtained from the Planning Board. A m- inrpec•tion fee of 51.00 will be charged when such se- inspection is made necessary by improper Ua¢21ce for insraction cae fink; materials and /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Da I 1 tele 0 Owner's Name and Address gikk ( 40 49 /(c'/ 59 1-61 - 61 Street 19 Registered Architect andror Engineer Name and address of licensed contractor (�� Location and legal description of lot to be built on: Lot Block I' Subdivision � � Street and Number where work is to be done ,�1 -QI'l1 (/ r �' F /l /� r�k�e p 1,4H; �-- 7di q S ate work to be dope and purp se of buildi g (by floors). s ate exterior colors (subjpit sample 1 ,1 i ii 0: i l � y f 1 ( I , ' d '1 �,� i �� � �d � / : � and for no other purpose. New Building Remodeling Addition Repairs No of Stor' - s J To be constructed of Kind of foundation Roof Covering /'i i ; / / /V / Estimated Total cost of improvements S 6 I/ Amount of Permit S 36 0 0 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 plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida. Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors. on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. 1 SS. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Before me, the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared Notary Public, State of Florida 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. 11-75 Date_______________ Read, Sworn to and Subscribed before me. ( Disapproved Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 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 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. Date Legal Description PERMIT APPLICATION FOR MIAMI SHORES VILLAGE p k(lir s 6 Owner's Address Il O aidzH o 11 P..,, 0 H Contracting Co. Ai, C ra.S> 0iA Qualifier 1„AoRe N State # RA z � (( b 9 Municipal # Architect/Engineer Bonding Company Address Mortgagor Address - • Permit Type (circle one): BUILDING ELECTRICAL PLUMBIN / Tenant Address No Master Permit # ' } ; r 7 ) Phone Historically Designated: Yes 10'x, ='(� `1 a < O , w 5 ° Address Phone Competenc #q? mevoo 36 Ins. C MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION RA7( A i tc, - rip, 4 0,_-tis.v 3 i J P/\& Square Ft. Estimated Cost (value)( ) , an 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 construction and zoning. Furthermore, I authorize the above -named contractor to the work stated. ) Signature of owner and/or Condo President y Date Si a • o ontractor or Owner-Builder Date Notary as to Owner and/or Condo President Date No as to Contractor or Owner- Builder My Commission Expires: M Commission Exp a t d laL .� ��� •�- . - NOTARY PUB IC MATTE : < rza COMMISSION NO. CCi?4W3 I . 0y CO,, , Ii TO.\.7_:.,H . FItAI3.Y,?co FEES: PERMIT ( ®c : RADON APPROVED: Zoning C.C. e in 'mph ce with all applicable laws regulating BOND TOTAL DUE Date Building Electrical Mechanical ( '�� � < ` �. 3 Structural Engineer Hurricane Stands Phone # 954 -584 -6001 Fax # 954 -584 -6003 ROOF SYSTE CONCRETE CK A 3/8" X 3 1 /2 " WED6E ANCHOR 1,17 f IIWF.7.1 sJVFNTFFTH sTr1FFT SUITE 11 • OKEEC11O ©EE. FI 34974 • TEL. x Q11 7r;1 isfx) / rAX , 941 763-1242 STEEL JOIST Current Engineering Details ....Date March 05, 1999 ' 1. 1.15 LJ SIDE VIEW OF TYPICAL LEG ASSEMBLY Aluminum A/C Equipment Stands...manufactured by AVCOA Corp. ( Formerly the Forchuck Stand ) All Stands are Professionally Engineered and Certified to the stringent requirements of the South Florida Building Codes, Broward County, revised 1.0,1999 and Palm Beach County, revised 1996. All Stands are engineered for both Coastal and Non Coastal Conditions. Avcoa Corp. Aluminum Hurricane Stands are available from stock in leg heights of 16", 18" & 24" with adjustable rail lengths of 3', 4' 5', 6', 9', 12', 15', & 18' and with adjustable rail widths of 16 ", 20 ", 24" and 28 ". Avcoa Corp. also manufactures Custom Stand Heights , Lengths and Widths which are readily aVailable...By adding bigger leg assemblies we can reduce the number of legs needed Per stand, which reduces the roofing expenses. By adding large leg assemblies you also increase the Capacity of each stands to hold bigger A/C units. Avcoa Corp. Aluminum Stands are easy to assemble and have been manufactured since 1979. Avcoa Corp. Aluminum Hurricane Stands are available from your local Supply House . Schematic Drawing of Rooftop_Attachments J C®Nl ' - r WA y I / 2 J _BOLT PITCH PAN 4 "x 2" X 3/8 PLATE STEEL JOIST CH 2 "x 4" X 3/8" PLATE 13 INCH EMBEDMENT CONCRETE DECK W 3/8 2X4 FLAT PLATE 4301.1.1NS AI D C( ►PJI'ANV e otirasu' tIillt g engi sn eers MANUFACTURED BY 3/5 X 6" MIN LA6 T S : W � WASHER_ FOUR I /4 "x 31/ 2" HAMMER LOG ANCHORS Avco4 r . 335 oad Ft .,tp i$rdale, FL 33314 TYPICAL 9 FOOT STAND CONFIGURATION 3 I8 " LEG ASSEMBLIES g 1 9 ' I BEAMS m 18 CENTER PITCH PA-N Z "x4 "X 3/8 PIJVTE PLYWOOD THILEADED 2 x 4 WOOD JOIST LENGTH ' — ►/ 2 x 6 x 8 g Pk) 61i5) -S 4 - r 1 " ) ; "V WOOD DECK P: CH PAN " X 3/16 n CONGi�ETE 11----- 1 / 2 " K r DECK EMBEDMENT CONCRETE DECK w, 3/16 4X4 FLAT PLATE ENGINEERING NOTES DATED JAN 05,2000. STRAPPING DETAIL 1] Use Four (4) 22 gauge x 1.82 " wide metal holdown straps with Two (2) 5/16" x 1 / "self tapping sheet metal screws (186 # shear ea.) at each end of each strap. Anchor one end of strapping to Middle of 1 beam web. Wrap strapping around bottom of 1 F3canl and up that side and attach w unit. 2] Use Four (4) 22 gauge x 1.82 " wide metal holdown straps with Two (2) 5/16" x A "self tapping sheet metal screws (186 N shear ea.) at rub end of ea( h strap. Anchor one end of strapping to Top oil beam web. Wrap strapping around 1 Beam once and attach to 111Ut. 3) Use Four (4) d 12 x " Long self tapping metal screws to attach unit to 1 Beam in each corner thru base of unit to I Beam. 4] Ilse 1'0111 (4) 16 gauge Angles (11/2 x 4 inch) to attach unit to I Beam at each corner. In each comer use Two (2) 5/16 x " self tapping sheet metal screws to attach to 1 beam & two to attach to unit. ANCHORING DETAIL Anchor the legs to the roof, comply with above recommendation for proper installation. Existing roof design shall be checked for the capacity to accept the following rnax. Load. For each kg length up to 16" height.1208 Ib. For each kg length between 16" & 24".1039 Ib. With Concrete decks, there are two options I) ( One ) 3/8 x 3 l Wedge Anchor as pictured in Concrete A above, 2) ( Four ) ! x 3 1 ,6 1-lanuncr Loc Anchors as pictured in Concrete B above. CHART LISTS EXAMPLES OF MAX SQ.FT. AREA ALLOWED PER STAND AT VARIOUS HEIGHTS DIVIDE SQ. FT. FROM CHART BY * OF A/C UNIT USED FOR EACH STAND Non Coastal Wind Load Table Dated 12/28/99 S+ard len9 +t, 1. 0' of Le9 kssew,blies Maxi.w,s' Speeiry 3', 6 69' I. Bea., 2 Ley h Ie9 .spet4n9 6 9' 1, 12' 7. Bea., 3 Le9 hsse.n6lies ono, Ie9 spae: 4.5' 12',15'l18'IBea„ 4 Leg hsser4lies wax. leg sroc4.1 4.5' st►g to g+1 1, 0 of Leg E -sse,- -Lies Max wt n Spaca"9 1',6' tt 9'1Beas, wax. ley spaoiny 6' 2 Ley A•ssern,lies 9' ti 12' 1 Bean, wax. k9 spat ry 4.5' 3 Leg A-ssemblies 12',15'te18'1Bean, ..W. leg spacing 4.6' 4 Leg Assen4lies stag 0; 2 Le9 hsser4lies EC-040W STh41D5 2', 30 ", 3' 1 Bea.., 1 1/2 die x .0626 2 Ley A•ssen,blies Z', 30 ", 3' 1 Bean 1 1/2 die x .0625 2 Leg FssewJlIes Leg Hei91.t 0 -20 leig1.+ 21 -40 foo+ 41 - 60 ;oo+ 6I-80;00+ 81 100f0ot of ins +allatia, of installation of ins +ells+i0n of :,s+elle+ion of ins+alla +ion sq, f+. allowed per sand sq, f +. allowed rev s tand 16 ind.es 18 :relies 24 'rcics 10.5 sq,f+ 9.1 st f+ 8.3 sq,f+ 1.8 sq 1,4 st ft 9.9 st 8.6 sq 1.5 sq f+ 1.3 st 6.9 st 8.4 _s f+ 1.2 A f+ 6.6 it f+ 6.2 sq, f+ 6,9 sq, f+ 16 . belies 18 lnd,cs 24 'Ancles 16.6 sq_f+ 13.6 st f+ 12.6 _st ++ 11.6 sq,f+ 11.1 st 14.8 sq,f+ 12.8 st i ff 11.1 st 11 sq,ft 10.4 sq,ft 12.5 st ft 11.4 sq,f+ 10.3 sq. 8.8 st 1.6 st f+ 16 ind cs 18 :-c1 es 24 : 21.1 st 18.2 st i ff 16.6 .st f+ 15.6 sq 14.8 st ;+ 19.8 stf+ 11.1 sq,ft 15.6 stiff 14.6 st f+ 13.9 st 16.1 stf+ 14.5 sq,ft 13.2 sy,f+ 12.4 sq,f+ 11.8 sq Coastal Wind Load Stand He iy1,+ 21 -40 +oo+ 41-60 fo0+ ins +ally +ion ins +elk +ion 61 80foo+ 81- I00f0o+ Isei91.+ of 1.6++ of ins +ellefias installation 16 inches 18 inches 24 ind.es 8.2 st f+ 1.3 sq, ft 6.9 sq, f+ 1.6 st f+ 1.2 s9, f+ 6.6 st f+ 6.5 sq, f+ 6.1 sq, f+ 5.6 sq f+ 6.6 sq ft 6.3 st 6,9 sq, ++ 6.3 stiff 6 sq 4.5 sq,++ 16 inel es 18 inches 24 ;seises 12.3 11.6 9.1 _St ft st f+ 11.6 10.9 92 st sq, f+ st ft 10.6 sq,+t 9.6 st 8.5 st 10 st ft 8.9 st ;-+ 8 st ;+ 8.4 st 1.6 st 6.6 st 16 inches 15 'Ades 24 inches 16.4 stf+ 15.4 .st ft 13 stiff 15,5 St f+ 14.2 st f+ 12.1 st c+ 11.3 se f+ 14.6 st ft 13.3 st 11.9 st 10.6 st 12.3 s 112 st i ff 10.1 sq,f+ 9 st Non Coastal Wind Load 0 -20 +oot 21-30 foo+ 31 - 40 ;oaf height 04 1,691+ of 1,e4,+ of installation installation installation 16 ind'es 18 nches 2.4 inel es 5 sq, ++ 5.4 _st f+ 6.1 5.6 .st f+ 6.1 sg, f+ 4,8 5 sq,++ 4.5 sq 4.2 sq 4t 4.9 sy f+ 4.1 sq f+ . c-+ 4.6 sq,f+ 4.4 st st 4 stf+ 3.9 st f+ Coastal Wind Load 16 inches 18 int4es 4.65 sq,f+ 4.3 se,f+ 3.95 sq,++ 3.88 sq 3.65 sq,++ 4.4 st 4.1 sq 3.8 st 3.66 stff 3.46 sq_f+ I7...._ ... l4o,e C.elaoce +ion are Lased o' S +a dsrd Sock Ste-d. Wi,r+^Ler above 'Agitate square foot of uni +s recon - ded colada +ed es follows............ Smalles+ side l Leny+h or Widt1, 1 against +he Wfrd. We■gh+ no+ +0 exceed 300 LB5 ead........2 3 tell Ley A-ssewllie.s on S +aderd Sand is 1 3/4, Please specify 3/8 2x4 Foot Plate or 3/16 4x4 37 0).sfon■ Stands .,+h lager Leg Diameters are readily available ad red' +1e de of Legs needed or :crease +1., ellrrrable .size of Be h/G :nits you can rift a+ S +a•ds aid Increase +{.e 1.6914 allowable ...S1ease CaII for Design Help