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ROOFINGPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address (2``i 3 C k. C Legal Description k. -�- �- � ,„,6 L D 1511- A y ��L �ln --�✓a Owner's Address \7 ( 4 cA5 ei( Owner / Lessee / Tenant Contracting Co. Qualifier �•��' �.�:� �. State lkOC Z 17 S unicipal # Competency # Architect /Engineer Bonding Company Mortgagor WORK DESCRIPTION 7-'(2 Square Ft. Notary as to Owner a kr- . .: My Commission Expire �;;••� APPROVED: Rls1fl..1 MY COMMISSION # CC 220552 EXPIRES: August 9, 1996 Bonded Thru Notary Public Underwriters ** * * Vi * `'7!" * FEES: PERMIT RADON C.C.F. Fire Address Zoning Building Mechanical Plumbing Tax Folio 11 t h 4�,; 3:'Ci 6,4 3 . !)\t <4 1- Address 1• Phone t GC 4 Master Permit # Ins.Co. Address 9 Address / Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL( ROOFING/ PAVING FENCE SIGN 1 H e / Aa 4 , fy /0,1* 1 1 c� ®� -e P te;, -� �a ems' Estimated Cost(value) C CC Phone is to g y ��.� ��®I' / 1 1 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 fork will be done in compliance with all applicable laws regulating c•��struct %d zon' g. Furs ermore, I authorize the above -named contractor to do the work state. YL f L � 1 Signature f er and /or Condo President r,/17 f • ractor or Owner- :Builder Date: � Date: Notary as to Co'Vi<,d�:, v otp gOa lder My Commission E ' , L� b� MY COMMISSION # CC X52 4 EXPIRES:: Au 9,1998 B Publi Undern rs �'�' i�� ;; c,,' Thru Notary * * NOTARY TOTAL DUE 5 ( Other Electrical Engineering Signature of Owner Print Owners Name S f;TE OF FLORIDA, COUNTY OF DAD 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: 94R409884 1994 AUG 26 12:02 COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: L.) C 3 a . 4 3 �,►c s 5 111, ' ; rt . J 9 2. Description of improvement: Te - Z 3. Owner(s) name and address: ( y (- ILCi L 6L Interest in property: Name and address of fee simple titleholder: •lA 1 4. Contractor's name and address: l t (A ,L',? ; 4 V" - `c 2 c J ��._��, L t , t- (- (/ S x 1- 5 30 . e c 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: t. c),\)' Amount of bond $ 6. Lender's name and address: !.) (L 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: 1.3 .: - 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: tJl� 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) ( In MOr) Sworn to and subscribed before me this of Notary Public 4.0 4.1xzee Print Notary's Name XT 4',4 -fO4J My Commission Expires: RAMON ABREU, JR. ISSION 0 CC 220552 EXPIRES: August 9, 1996 aonoea NOtary Public Undenwiters Pre ared by: � A -9 lD rf�• ( ___ Address: 12a01 -52 2/93 'METRO-DADE Metro Roof Tile, Inc. . 11350 NW South River Drive Medley, FL 33178 Your application for Product Approval of Metro Roof Tile, Inc. roofing tile under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc., Testwell Craig Laboratories and Consultants, Inc. and Justo R. Rodriguez, P.E., has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth in pages 2 et seq. and in the Standard Conditions detailed on page 3. The approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to require retesting of this system within the first two years of the approval should any amendments to the South Florida Building Code be enacted afectin: ii s coj' one y or roof syste ACCEPTANCE No: 94- 0106.06 EXPIRES: FEB 1 4 1997 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Co to be u in Dade County, Florida under the conditions set forth above. APPROVED: FEB 1 4 1994 THIS PRODUCT CONTROL APPROVAL SUPERSEDES PRODUCT CONTROL APPROVALS #89- 0814.06 & #90- 1005.03 PRODUCT CONTROL NOTICE OF ACCEPTANCE * *PLEASE NOTE ** METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPUANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2908 it Diamond, P.E. Product Control Division Supervisor Ch " s Danger Building Code Compliance Department • Metropolitan Dade County Applicant: Metro Roof Tile, Inc. Product Control No.: 94-0106.06 11350 NW South River Drive Approval Date: FEB 1 4 1 Y Y 4 Medley, FL 33178 Expiration Date: FEB 1 4 1 Y 9 1 Category: Prepared Roofing Sub - Category: Tile Type: Nail - on/Mortar -set Sub -Type: Concrete System Description Metro Roof Tile, Inc. is a Florida based manufacturer of extruded concrete roof tile. Tile is available in two profiles: Flat concrete interlocking and Spanish 'S'. Tile is marketed through local roofing wholesale distribution and is approved for both nail -on and mortar -set applications in the South Florida jurisdiction. Matching trim piecesare manufactured for all profiles and all mortar, metal flashings, fasteners shown in this document form an intergal part of this Product Control Approval. Metro roof tiles have been tested in compliance with all South Florida Building Code requirements for nail-on concrete tile application. Product Control Notice of Acceptance Roofing System Approval • Contact: Fernando Arias 11350 NW South River Drive Medley, FL 33178 (800) 892-8033 • G Diamond, P.E. System Trade Names Spanish 'S' Roof Tile . Hip and Ridge Tile Maximum Design Velocity Pressure Material Design Velocity Pressure Wood, Non - insulated psf (See Comments and Limitations) Material Wood, Nail -on Maximum Fire Classification Classification Class A Product Control No.: 94 -0106.06 Product Spanish 'S' Roof Tile Hip and Ridge Tile Cement FlatTM Hip and Ridge Tile Trade Names of Products Manufactured or Labeled by Applicant Dimensions 181/2'x101/4" PA112 10" x 16" x 2" Gil Diamond, P.E. Test Specifications Product Control No.: 94-0106.06 Product Description Interlocking, high pressure extruded concrete roof tiles;with a Spanish S' profile. PA 112 High pressure extruded concrete hip and ridge tiles for Spanish 'S' tile applications. Extruded, interlocking flat roof tile for nail -on and mortar set application Trade Names of Products Manufactured by Others Product Dimensions Test Specifications #30 Felt ASTM D 226, Saturated organic felt to be generic type II used as a nailed anchor sheet. #43 Base Sheet ASTM D 2626 Saturated and coated generic organic base sheet for single ply underlayment. Mineral Surface Cap ASTM D 249 Mineral surfaced asphalt generic Sheet roll roofing. Asphalt Primer ASTM D 41 Cut back, asphalt based generic coating used to facilitate adhesion of dissimilar materials. Mopping Asphalt Flashing Cement • Valley Flashing Min. 26 ga. x 16" ASTM A 525 Galvanized steel valley generic flashing. Drip Edge 2" Wood Battens Min. 26 ga., 2" x ASTM A 525 Galvanized steel drip edge. generic Min. 1" x 2" for LP - 2 horizontal, 1" x 4" for vertical Product Description Product Control No.: 94 -0106.06 Manufacturer ASTM D 312, Asphalt for bonding the generic type III or type mineral surface cap sheet IV to the base sheet. ASTM D 4586 Cut back, asphalt based, generic fiber- reinforced trowel grade cement for flashing and repair applications. Pressure treated wood generic battens. - Roofing Nails Min. 12 ga. x 1" ASTM A 641 Corrosion resistant roofing generic nails. Gil Diamond, P.E. 4 Tin Caps Tile Nails Mortar Min. 32 ga. x 1 -5/8" Product control No.: 94 -0106.U6 Corrosion resistant circular generic discs. Min. 11 ga. ASTM A 641 Corrosion resistant nails. generic Nail heads shall exceed the size of nail holes in tile. Hurricane Clip PA 114 Galvanized , bronze, aluminum, plastic, or stainless steel attachment clip for high wind areas. generic Hurricane Clip #8 x 2" PA 114 Compatible fastener for generic Fasteners clip Tile Adhesive ASTM D 3498 Structural bonding Ohio Sealants, Inc. adhesive for roof tile. ASTM C 91 Approved mortar ratio, 3:1 generic Sand to mortar Gil Diamond, P.E. Test Agency Test Identifier Construction Research #5276 Laboratory, Inc. Testwell Craig Laboratories EA- ALT -14 Material Properties Test 09/03/93 and Consultants, Inc. EA- ALT -10 EA -ALT -09 EA- ALT -06 . Test Reports Justo R. Rodriguez, P.E. #091090 Material Properties Test 09/10/90 Water Absorption and Breaking Strength #060790 #030990 Test Name/Report Uplift Approvals Static Pressure Structural Uplift Resistance . Water Absorption and Breaking Strength Water Absorption and Breaking Strength Water Absorption and Breaking Strength Water Absorption and Breaking Strength Gil Diamond, P.E. Product Control No.: 94-C 106.06 Date 03/09/90 Material Properties Test 07/12/93 Material Properties Test 05/29/93 Material Properties Test 03/06/92 Material Properties Test 06/07/90 Water Absorption and Breaking Strength Material Properties Test 03/09/90 Water Absorption and Breaking Strength Deck Type 2: Deck Description: Slope Range: System A. Underlayment: Fastening: Membrane: Vertical Battens: Horizontal Battens: Mortar /Adhesive Application: Roofing Tile: Maximum Design Velocity Pressure: Comments: Wood, non-insulated Mortar Set New construction, 19/32" or greater plywood or wood plank 2 ":12" to 7 ":12" Gil Dia nd, P.E. Product Control No.: 94- 0106.06 Any approved No. 30 or No. 43 organic anchor sheet. Head laps shall be minimum side laps shall be minimum 6 ". Nails and tin caps, two (2) rows staggered 12" grid, 6" o.c. at the laps. Any approved mineral surfaced rolled roofing applied in hot asphalt or cold process cement (See Model Tile Specifications). Head lap shall be minimum 2" and side lap shall be minimum 6 ". None None Approved mortar shall be used. All tile shall be set in a mortar patty as set forth in the Model Mortar -Set Tile Specification. Mortar shall be Type "M ", mixed in the ratio set forth in the Products by Others'. Any adhesive application shall be applied as set forth in the adhesive Product Control Approval. All tile and accessories shall be installed in compliance with system #3, of the Dade County Model Tile Specification. The tile system shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -Set Tile Specification (Appendix 'X' of the South Florida Building Code), utilizing the components listed in the 'Products Listings' set forth in this Product Approval. Applications, as detailed in the test reports, are consistent with the application_ methods stated in the execution section of said model specification. See Limitation No. 6. n For re -roof applications, 15/32" plywood is an acceptable substrate. On slopes 4 ":12" to 6 ":12" tile shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses shall be applied in mortar over a single layer of minimum 12 ga wire mesh with square openings of not Less than 3/8" which is mechanically attached to the deck with not less than one roofing nail per every 2ft For pitches from 6 ":12" to 7 ":12" every third tile of every fifth course, beginning with the eighth course, shall be nailed. On Slopes >7 ":12" all provisions of 'System 1' of the Dade County Model 'Horizontal Batten' Nail -on Tile Specification shall apply. Deck Type 2: Wood, non - insulated Mortar Set Deck Description: New construction, 19/32" or greater plywood or wood plank Slope Range: 2 ":12" to 7 ":12" - System B. Underlayment: Any approved No. 30 or No. 43 organic anchor sheet. Head laps shall be minimum 2 ", side laps shall be minimum 6 ". Fastening: Nails and tin caps, two (2) rows staggered 12" grid, 6" o.c. at the laps. Membrane: Any mineral surfaced, self - adhered single -ply underlayment approved by the Chief Product Control Compliance Officer, installed in strict compliance with the Product Control Approval. Vertical Battens: None Horizontal Battens: None Mortar /Adhesive Approved mortar shall be used. All tile shall be set in a mortar patty as set forth in the Application: Model Mortar -Set Tile Specification. Mortar shall be Type "M ", mixed in the ratio set forth in the 'Products by Others'. Any adhesive application shall be applied as set forth in the adhesive Product Control Approval. All tile and accessories shall be installed in compliance with system #3, of the Dade County Model Tile Specification. Roofing Tile: The tile system shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -Set Tile Specification (Appendix 'X' of the South Florida Building Code), utilizing the components listed in the 'Products Listings' set forth in this Product Approval. Applications, as detailed in the test reports, are consistent with the application — methods stated in the execution section of said model specification. See Limitation No. 6. Maximum Design Velocity Pressure: Comments: For re -roof applications, 15/32" plywood is an acceptable substrate. On slopes 4 " :12" to 6 ":12" tile shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses shall be applied in mortar over a single layer of minimum 12 ga wire mesh with square openings of not less than 3/8" which is mechanically attached to the deck with not less than one roofing nail per every 2ft For pitches from 6 ":12" to 7 ":12" every third tile of every fifth course, beginning with the eighth course, shall be nailed. On Slopes >7 ":12" all provisions of 'System 1' of the Dade County Model 'Horizontal Batten' Nail -on Tile Specification shall apply. Product Control No.: 94-0106.06 - Gil Dia ond, P.E. Limitations: 1. This roof system assembly may be applied to roof slopes no less than 4 ":12 ". 2. Horizontal battens shall be used on all tile applications on slopes of >7 ":12 ". 3. Mortar set systems may be applied to roof slopes of 2 ":12" to 7 ":12 ". 4. Nails for attachment of tile shall have heads larger than the pre - formed nail holes in the tile. 5. All tiles shall bear the imprint of the manufacturer's name or logo, as noted attached, to permit identification in the field. 6. Allowable height above ground shall not exceed a maximum height of 45' for non - coastal, 30' in Coastal Area 1 and 2, and only by job approval from the Chief Product Control Compliance Officer in Coastal Area 3. 7. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 8. All nails shall be corrosion resistant. Exposed nails shall be hot dipped galvanized, stainless steel, or copper only. 9. The manufacturer shall retain the services of an independent testing laboratory to maintain quality control. Testing shall be performed on a minimum of five (5) tiles every three (3) months, for strength according to Section 3404 of the South Florida Building Code, and for moisture absorption according to PA 112. Test samples shall be selected by a laboratory according to ASTM D 3665. Results shall be forwarded to Dade County Product Control Section. Test reports shall bear a description of the tile by material and color, i.e. cement, grey. 10. All domestic distributors and private labelers of foreign manufactured tile shall have a completed distribution agreement filed with the Metro Dade County Office of Code Compliance confirming the distributor's agreement to adhere to the conditions of this report. 11. Metro Roof Tile, Inc. tile shall be installed in strict compliance with the application instructions noted herein as well as the manufacturer's and Metro -Dade County specifications and application instructions. The Metro Dade County Model Tile Specification shall take precedence. 12. The use of all pre - formed trim and specialty tile tested is required as it forms an intricate part of these product control approval tests. —13. Applications for roofing permits must be accompanied by Section II of the Uniform Building Permit, clearly indicating the extent of the work to be performed, along with current manufacturer's specifications and details. In addition, a copy of this approval shall be attached to the permit application. Reference shall be made to all appropriate data for the required fire rating. Acceptance Number: 94 -0106.06 Approved: Expires: 14. The following documents were submitted with the application: Metro Gem Product Literature Profile Drawings Application Instructions Acceptance Number: . 94-0106.06 Approved: Expires: Gil Diamon. • .E. Metropoli : Dade County Office of Code Compliance • • • METRO-DADE 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. • All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re-evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising puiposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. ' An annual certificate confirming listing with Factory Mutual Research and Underwriters Laboratories or such other listing agency approved by the Office of Code Compliance shall be submitted on or around the ft of April annually. 8. Failure to comply with Standard Conditions shall be cause for termination of Approval. l . METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING NOTICE OF ACCEPTANCE: STANDARD CONDITIONS BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 M ETRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2908 amond, P.E. P •duct Control Division upervisor 1. tAQ_ME'1'RO ROOF TILE IMM /ACTNRIM Or CIPNiNt IWOI 1111 Technical Data Sheep 1 1 1 1 1 END VIEW 1/2" 21/4" R IDGE Iti 151/2" 1,-- e"---1 TOP VIEW HIPS, RIDGE AND GABLE TILE HIPS AND RIDGE TILE WTINIALS COMPONATION North, South, and West Zones Nailable decks up to 6 inches per foot slope, except for lightweight insulating concrete decks which are limited to a maximum slope of 1" per foot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable precast nailable decks. For lightweight insulating concrete, see page 8. als Ap minute Wel paper (t pty, if rrtpaBd} . ErAF,G(AS Base Street SAFGLAS.Pfy (3 plies) GAF Rooting Asphalt Interplies Surface Coating GAFspecial Roofing Bitumen Grundy Fibered Aluminum Coating GAF WEATHER COAT Emulsion M Per S uare +1149 lbs. 75 lbS. 20lbs. 12 lbs. • 21'Ibs. Total 172 -231 lbs. Specification . _' liberty Guarantees 40 Gearantees Available • N - B 15, 2+1010, 5+5, 5 yr. . Lightweight Insulating Concrete. (See page 8.) N -9-4 -C 2+1010, 5+5, 5 yr. GAFGLAS® Specifications N- B- 4 -C/P6 and N -B -4 -C Specifications General Application recommendations detailed on pages 17 -20 shall apply in addition to the following recommendations and specifications. Application of Roofing Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lzp each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, nail one ply of GAFGLAS Base Sheet, lapping each sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch intervals in each row. Use fasteners with integral metal heads at least 1 inch in diameter or square that are recommended by GAF or the deck manufacturer. (See 'Special Instruction #2' below.) 3. Starting at the low point of the roof, mop three plies of GAFGLAS Piy shingle fashion; lapping ea h sheet 24 3/4 inches over the preceding sheet; solidly mopped to the.underlying base sheet to provide four plies over the entire roof area. Asphalt Requirements Interply moppings of GAF Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate aspha t for he slopes involved must be used. Slope per foot Up to 3' 3'- 6' Asphalt Type Steep ASTM Type III HT-Steep ASTM Type IV On slopes up to V2 inch per foot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing Over the entire surface, apply a uniform coating. Grundy Fibered Aluminum Coating, GAF WEATHER COAT® Emulsion or GAF Special Roofing Bitumer may be used for surfacing. (See 'Coatings for Smooth Surfaced Roof Systems,' page 20.) Special Instructions 1. See recommendations for use over gypsum decks on page 8. 2. Acceptable GAFGLAS Base Sheets include: GAFGLAS STRATAVENT® Ply) for Nailable decks (required for freshly poured gypsum decks), GAFGLAS #75 Base Sheet, GAFGLAS® PLY 6 ®, and GAFGLAS Ply 4. For wood decks, and structural wood fiber decks if GAFGLAS Ply 4 or PLY 6 is used as a base sheet, sheathing paper is required. 3. See 'Nailing of Base Sheet,' page 24. 4. For roof slopes of 1 inch per foot or more, all plies must be back - nailed 4 inches in from the felt edge. see 'Installation on Steep Roofs, page 9. UL Classification UL Class Surfacing ' : Substrate Slope A A B C GFAC NC; F : 3' GWCE . ; NC 1' GWCE . G GSRB C ile UL Chart Key 1. Surfacing GFAC = Grundy Fibered Aluminum Coating GWCE = GAF Weather Coat Emulsion GSRB = GAF Special Roofing Bitumen 2. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. 15/32 inch thick- ness), oriented strand board (min. 1/2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 3. Slope Maximum slope allowed, in inches per foot. GAF Building Products Corporation (BUR) 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAF Built -Up Roofing Systems under Chapter 8 of 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 GAF Building Materials Corporation, Factory Mutual Reasearch 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 in pages 2 et and in the Standard Conditions detailed on page 3. ACCEPTANCE No= • 93- 1130.05 APPROVED: DEC 13 1993 EXPIRES: _DEC 1 3 1996 PRODUCT CONTROL NOTICE OF ACCEPTANCE * *PLEASE NOTE ** THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. 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. Mt 1 KU-UNUC tsUILUING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO-OADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 Gil Diamond, P.E. Product Control Division Supervisor Charles Danger Building Code Compliance Department Metropolitan Dade County t ROOF SYSTEM APPROVAL Manufacturer: GAF Building Materials Corporation (BUR) 1361 Alps Road Wayne, NJ 07470 Product Control No.: System: Membrane Roofing System Subsystem: BUR Type: Built up Roofing System Roofing System Type: Asphalt Contact: Trade Names of Products Manufactured by Applicant: Gafglas® Ply 6 Gafglas® Ply 4 Gafglas Stratavent® William J. Woodring Director of Technical Services (201) 628 - 3000 Acceptance Number: 93 - 1130.05 Approved: DE 13 1993 C Exp 1 3 1996 Gafglas® Ply 6® is an asphalt coated roofing felt with a glass fiber mat. Roll weight: 52 lbs.; Dimensions: 3' x 180' Gafglas® Ply 4 is an asphalt coated roofing felt with a glass fiber mat. Roll weight: 44 lbs.; Dimensions: 3' x 180'. Gafglas Stratavent® is an asphalt coated base sheet with a glass fiber mat. The bottom side of Gallas Stratavent is surfaced with granules. Roll weight: 69 lbs.; Dimensions: 3' x 36'. Trade Names of Products Manufactured by Applicant: Gafglas® #75 Gafglas® Mineral Surfaced Cap Sheet Gafglas® Flashing Ruberoid® Torch Plus Ruberoid® Torch FR Ruberoid® Torch Smooth • 5 Gafglas® #75 is an asphalt coated base sheet with a glass fiber mat. Roll weight: 75 lbs.; Dimensions: 3' x 108'. Gafglas® Mineral Surfaced Cap Sheet is an asphalt coated glass fiber mat imp sheet surfaced with mineral granules that is in compliance with ASTM D -249. Roll weight: 76 lbs.; Dimensions: 3' x 108'. Gafglas® Fla is an asphalt coated glass fiber mat flashing sheet available in three sizes. Roll weight: 25 lbs., 38 lbs., 76 lbs.; Dimensions: 1' x 72', :i' /z x 72', 3' x 72'.. Ruberoid® Torch Plus is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Plus is surfaced with granules and applied by torch. Ruberoid® Torch Plus shall be used for flaching applications only. Roll Weight: 93 lbs.; Dimensions: 39.4" x 22.7'; Roll Size: 75 R Ruberoid® Torch FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch FR is surfaced with mineral granules and applied by torch. Ruberoid® Torch FR shall be used for flashing applications only. Roll weight: 90 lbs.; Dimensions: 39.4" x 22.8'; Roll Size: 75 ft. Ruberoid® Torch Smooth is a modified L Trade Names of Products Manufactured by Applicant Ruberoid® Mop Plus Ruberoid® Mop FR Ruberoid® Mop Smooth Expires: [DEC 1 3 1996 bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Smooth is smooth surfaced and applied by torch. Ruberoid® Torch Smooth shall be us d for flashing applications only. Roll weight: 87 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 ft. Ruberoid® Mop Plus is a 'Heavy Duty' modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Plus is surfaced with . granules and applied in hot asphalt. Ruberoid® Mop Plus shall be used for flashing applications only. Roll weight: 98 lbs.; Dimensions: 39.4" x 30.5'; Roll Size: 75 R Ruberoid® Mop FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop FR is surfaced with mineral granules and applied in hot asphalt. Ruberoid® Mop FR shall be used for flashing applications only. Roll weight: 110 lbs.; Dimensions: 39.4" x 22.8'; Roll Size: 75 ft. Ruberoid® Mop Smooth is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Smooth is smooth surfaced and applied in hot asphalt Ruberoid® Mop Smooth shall be used for flashing applications only. Roll weight: 88 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 ft.2. L Trade Names of Products Manufactured by Applicant: Ruberoid® 20 (FR) Ruberoid® 30 (FR) Ruberoid® Torch Granule Ruberoid® Mop Granule Ruberoid® Mop Granule is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Granule is surfaced with mineral granules and applied in hot asphalt. Ruberoid® Mop Granule shall be used for flashing applications only. Roll weight: 103 lbs.; f• Ruberoid® 20 (FR) is the bottom ply of a two ply system also consisting of Ruberoid® 30 (FR) as the top ply. Ruberoid® 20 FR is a fire retardant polymer SBS modified bitumen. Ruberoid® 20 (FR) shall be used for flashing applications only.Rolll weight: 95 lbs.; Dimensions: 39.4" x 45.5'; Roll size: 150 R'. Ruberoid® 30 (FR) is the top ply of a two ply system also consisting of Ruberoid® 20 (FR) as the bottom ply. Ruberoid® 30 (FR) is a fire retardant polymer SBS modified bitumen and surfaced with granules. Ruberoid® 30 (FR) shall be used for flashing applications only. Roll weight: 92 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 ft. Ruberoid® Torch Granule is a modified bitumen membrane with a polymer asphalt coated polyester malt. Ruberoid® Torch Granule is surfaced with mineral granules and applied by torch. Ruberoid® Torch Granule shill be used for flashing applications only. Roll weight: 102 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 ft.2. Trade Names of Pis Manufactured by Applicant: Gafglas® Stratavent • Perforated GAF Weather Coat® Emulsion GAF Fibered Alumimim Coating GAF JetblakTK Flashtite® Cement Dimensions: 39.4" x 30.5'; Roll size: 100 ft.'. Gafglas® Stratavent Perforated is an asphalt coated base sheet with a glass fiber mat. The bottom side of Gafglas® Stratavent Perforated is surfaced with granules. Gafglas® Stratavent Perforated has 5/8" diameter perforations cut 3" o.c. and is for use over nailable decks. Gafglas® Stratavent Perforated shall be used for flashing applications only. Roll weight: 60 lbs; Dimensions: 36' x 3'. GAF Weather Coat® Emulsion is a surface coating for smooth- suraced roofs. Coverage: 2.5 gallons/square. Packing: 5 gallon pails. GAF Weather Coat® Emulsion shall be used for flashing applications only. GAF Fibered Aluminum Coating is used to protect smooth- surfaced composition roofs,metal, and masonry. Coverage: 2 gallons/square; Packing: 1 and 5 gallon pails. GAF Fibered Aluminum Coating shall be used for flashing applications only. GAF JetblakTM Flashtite® Cement is used for flashing and cave construction. Coverage: 75 lbs./square; Packing: 1 and 5 gallon pails, 53 gallon drums. GAF JetblakT 4 Flashtite® Cement shall be used for flashing applications only. Trade Names of Products Manufactured by Applicant: GAF Plastic Cement GAFJetblakn? All- Weather Plastic Cement GAF Asphalt/Concrete Primer GAF Mineral Shield® Granules GAF Gaftite Roof Insulation Fasteners Vent Stacks (metal and Expires: tOEC 1 3 1996 GAF Plastic Cement is used for installing flashing material. Coverage: 751bs. /square; Packing: 1 and 5 gallon pails, 53 gallon drums. GAF Plastic Cement shall be used for flashing applications only. GAF JetblakTM All- Weather Plastic Cement is used to install flashing and may be applied on wet surfaces. Coverage: 1 gallon/14 R'; Packing 1 and 5 gallon pails. GAF JetblakTM All- Weather Plastic Cement shall be used for flashing applications only. GAF Asphalt/Concrete Primer used to promote adhesion of' asphalt in built -up roofing. Coverage: 1 -2 gallons/square; Packing: 5 gallon pails, 53 gallon drums. GAF Asphalt/Concrete Primer shall be used for flashing applications only. Granules for surfacing of exposed asphalt, cold process or emulsion. Packing 601b. bags. GAF Mineral Shield® Granules shall be used for flashing applications only. Various fasteners for use over steel, heavy steel, plywood, structural concrete, cementitious wood fiber, gypsum, and lightweight concrete decks. GAF Gaftite Roof Insulation Fasteners shall be used for flashing applications only. GAF Vent Stacks arc one way valve plastic) Trade Names of Products Manufactured by Applicant: systems used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. GAF Vent Stacks shall be used for flashing applications only. Trade Names of ]Products Manufactured by Others: Company /Applicant • Product Name Dekfast Fastening Assemblies Roofgrip, Gripdek Olympic, Contite Rawl Spike® New Striker, Tapcon Dekfast #14 & #15 Pneutek CDIF ASTM D-41 Primer ASTM D-312 roofing asphalt Rawl Deck Screw Rawl Loop Toggle Rawl Rawlite® 7 Approved: DEC 13 1993 Expires: 1 1996 Product Description GAF Building Materials Insulfixx Fastening Systems Steel & Concrete Insulation . Corporation (BUR) Fastening Assembly Steel & Concrete Insulation Fastening Assembly Steel & Concrete Insulation Fastening Assembly Steel & Concrete Insulation Fastening Assembly Concrete Insulation Fastening Assembly Insulation Fastening Assembly Insulation Fastening Assembly Insulation Fastening Assembly Asphalt Primer • Bonding Asphalt Steel & Concrete Insulation Fastening Assembly Lightweight Concrete Insulation Fastening Assembly Lightweight Concrete Insulation Fastening Assembly (See FM listings for approved insulation fasteners with specific insulation panels.) Gil Diamond, P. Manufacturer SFS/Fabco Construction Fasteners, Inc. ITW/Buildex Olympic The Rawlplug Company ITWBuild ex ITWBuild ex Pneutek Generic Generic The Rawlplug Company The Rawlplug Company 'The Rawlplug Company Trade Names of Products Manufactured by Others: Company /Applicant Product Name FM -30, FM-45, FM-60; FM -90® Fasteners AL MB Aluminum Roof Coating Nails Tin Caps CR -Base Sheet Plate CR -Base Sheet Fastener CR-1.2 Base Sheet Fastener Nail -Tite® Type A Tin Caps Red Rosin FM -30 Disc Nail -Tite® Type R • 10 Product Description Base Ply Fasteners (Lightweight Insulating Concrete only) Roof Coating Min. #12 corrosion resistant annular ring shank nails, FF-N-105-B, Type 2 Min. 32 ga. x 1 5/8" corrosion resistant circular discs 2.75" galvalume steel stress plate CR 10 coated galvanized steel fastener. Head size: 1.125" x 1 "; Length: 1.2" CR -10 coated galvanized steel fastener. Head size: 1.125" x 1"; Length: 1.2" Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) Min. .010" (32 ga.) x 1" corrosion resistant disc Rosin paper for barrier layer on wood decks Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) (See FM listings for approved insulation fasteners with specific insulation panels.) Manufacturer ES Products, Inc. Grundy Industries Generic Generic Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. ES Products Generic Generic Disc for ES Products FM-45 ES Products, Inc. and FM-60 Base Ply Fasteners ES Products, Inc. System Description: • Expires: WEC 1 3 1996 GAF Bulilding Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up and modified bitumen roofing systems. The modified bitumen products include both APP (Atactic Polypropylene) and SBS (Styrene Butadien Styrene) products in smooth, granule and fire rated versions. In addition GAF offers two ply modified systems to meet the demands for multilayer SBS modified specificatons. GAF products are distributed through a wide network of roofing wholesale distributors thoughout the South Florida area The Technical Service Office is located in Wayne, New Jersey and can be contacted at 1- 800 - ROOF -41:1. GAF provides warranted sytstems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. The GAF Roof System Assemblies gave been extensively tested at Factory Mutual Research Corporation and Undrewriters Laboratories. Five classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Modified Bitumen membranes have been tested in compliance with ASTM D-5147 test requirmenY_ Test data is on file. The following documents were submitted with the application: 1993 Sweets Catalog Intrducing Ruberoid 20/30 FR Information Sheets: GAFGLAS® Stratavent Base Sheets GC10043 (5/92) GAFGLAS Mineral Surfaced Cap Sheet GC10042 (5/92) GAFGLAS Flashing GC10044 (5/92) GAFGLAS #75 Base Sheet Gc10041 (5/92) GAFGLAS Ply 4 GC10040 (5/92) GAFGLAS Ply 6 GC10039 (5/92) Cements and Coatings 2223-308R3 GAF Vent Stacks (1990) Built -Up Roofmg Asphalt 2223 (1986) GAFGLAS® Built -Up Roofing Applications and Specifications, 1993 GAFGLAS® Ruberoid Modified Bitumen Roofing Application and Specifications, 1993 Commercial Roofmg Systems and Products, 1993 RUBEROID® Torch Plus GC10040 (5/92) RUBEROID Torch FR GC10039 (5/92) RUBEROID Torch GC10122 (5/92) RUBEROID Mop GC10113 (5/92) RUBEROID Mop Plus GC10116 (5/92) /1 RUBEROID Mop FR GC10119 (5/92) Introducing RUBEROID 20/30 FR GC 10137 (1/92 -1) RUBEROID 20/30 FR GC10 (5/92) Exp : !DEG 1 3 1996 Company /Applicant GAF Building Materials Corporation (BUR) TESTING Company Performing Test Factory Mutual Research Corporation / 3 • --mss Expires. Test Name/Report J.I. 0Q6A6.AM J.I. OT2Q4.AM J.I. OT4A 1.AM J.I. IR1A6.AM J.L 1 V8A4.AM 1 3 1996 Date 07/16/91 10/17/91 08/26/92 11/15/91 06/28/93 1, System Number 1 (BUR) Deck Steel/Wood Deck description 18 - 22 ga. steel deck, wood plank or min. 5/8" plywood. New construction and reroofing. For steel decks less than 22 ga. but not less than 26 ga. TPR fastener and Olympic 3" round or SFS type 'S' stress plate may be utilized at a density of 1:2 R.'. Field fastener testing is required on all re -roof projects to confirm a minimum withdrawal resistance of 400 lbs.. Systems installed over steel deck less than 22 ga. require written approval from GAF Technical Department. Vapor Retarder (Optional) (Optional) (Steel decks only) Any Factory Mutual approved vapor retarder with proprietary or approved adhesive or such other vapor retarder system designed by the architect or design engineer. The vapor retarder forms part of' the roof assembly for fire classification. See Factory Mutual Approval Guide for listings. First ply shall not be bonded to wood decks A red rosin sheet may be applied below the base sheet over wood and plywood decks. Insulation (Optional for wood decks only) Wood fiber; fiberglass; perlite; polyisocyanurate; perlite/isocyanurate composite; basalt rockwool, or gypsum board: Insulation shall be either bonded to a nailed base sheet (see base sheet nailing pattern) in a full mopping of ASTM D -312 type III or type IV hot asphalt or mechanically attached with a Factory Mutual approved fastening as'scmbly listed with the insulation panel. (See Approved Insulations and Fastening Patterns List). Acceptance Number: 93- 1130.05 Approved: AC 13 1993 Expires: OEC 1 3 1995 (Recover) Moisture content in an existing built -up roof must be in compliance 11, Gil Diamond, P.E. �;res: !DEC 1 3 1996 with Section 3401.9(c) of the South Florida Building Code. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with ASTM E -907 to the calculated design velocity pressure of the roof deck. Existing roof surfaces and dissimilar materials must be fully primed with ASTM D -41 primer and allowed to dry. If insulation board is bonded to the existing roof or to a base sheet no one dimension should be greater than 4 ft. If more than one insulation layer is applied, the top layer may be mechanically attached or bonded in a full mopping of ASTM D -312 type III or type IV asphalt. Note: No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the loose gravel, priming of the surface with ASTM D-41 primer, and a flood coat of asphalt, prior to mopping of the insulation with bonding asphalt. Refer to GAF published application considerations for insulation application and to attachment requirements published in the current Factory Mutual Approval Guide. Basesheet Option #1: One ply of Gafglas #75, Gafglas Stratavent (non perforated), Gafgas Ply 4, or Gafglas Ply 6 mechanically attached to the wood deck with approved nails and tin caps 9" o.c. at the laps and 18" o.c. staggered in two rows in the field, or over an insulation substate with insulation fastener and plate assemblies 18" o.c. at the laps and 36" o.c. staggered in two rows in the field. Option #2: One ply of Gafglas #75, Gafglas Ply 4, Gafglas Ply 6, Gafglas non - perforated Stratavent, Ruberoid 20 or Ruberoid 20 FR bonded to an insulated substrate attached with Factory Mutual approved fastening assemblies in compliance with FM class 1 -90 windstorm classification requirements, in a solid mopping or mopped in ribbons 1S , Gil Diamond, P.E. Expires: !DEC 1 3 1996 maintaining 50% adhesion, using type III or type IV hot asphalt at a rate of 25 lbs. per square E20% or Gafglas perforated Stratavent applied dry to the insulated substrate and mopped over with a full mopping of type III or type IV asphalt over which an interply of Ply 4 or Ply 6 shall be applied. Flysheet Starting at the low point of the roof, apply one, two, or three plys of Gafglas® Ply 4 or Gafglas Ply 6 applied in an ASTM D -312 type III asphalt at a rate of 25 pounds per square t 20 %, in shingle fashion. Install plysheets in compliance with GAF application published application considerations. Membrane (Optional) Surfacing Starting at the low point of the roof mop one ply of Gafglas® Mineral Surfaced Cap Sheet applied in an ASTM D -312 type III or type IV asphalt at a rate of 25 pounds per square t 20 %. Cap sheet shall be • applied in strict compliance with the application considerations published by GAF. Option #1: Apply not less than 400 pounds per square of ASTM D -1863 aggregate or 300 per square of slag in a 60 lbsfsq. t 20% pour coat of an ASTM D -312 type III or type IV asphalt. Comply with GAF slope requirements for slope and type of asphalt. Gravel surfacing shall be completed as soon as practical but the membrane shall not remain exposed for more than 30 days. Option #2: Apply one of the following roof coatings at the specified rate: Roof coating Rate GAF Special Roofing Bitumen Grundy AL MB Aluminum Roof Coating GAF WEATHER COAT. Emulsion GAF WEATHER COAT Emulsion AF 3 galJsq. 1A gal. /sq. 3 galJsq. 1A gal./sq. Note slope limitations and membrane aging requirements published by GAF. Fastening Install all plies of Gafglas Felts used in conjunction with all Ruberoid 7 • Comment and Limitations Expires: IDEC 1 3 1996 membranes vertically on slopes of 1 inch per foot or more and backnail them into wood milers or nailable decks approximately 4 inches from the back edge of the sheet All end laps must be at wood nailers, and the top edge must nailed into the wood nailer on 6" centers. Use approved roofing nails and tin caps. The Ruberoid membranes shall be terminated at nailers as dictated above. For non - insulated wood decks, terminate and nail the end of Ruberoid membrane on the same nailer spacings indicated above. The membrane must then be nailed off on 6" centers, 2" from the top of the membrane, into the nailer or wood deck using nails with integral metal heads at least 1" round or square. The overlapping membrane must extend at least 6" past the center line of these nails. See Approved Insulation and Fastening Pattern list attached. Refer to GAF requirements for application of steep roofs. 1. Maximum slope shall be 6 ":12" unless specifically approved by GAF Technical Department. (Any application over 1 ":12 ", shall require backnailing of all pies 4" in from the back edge of the felt into wood Hailers.) On slopes greater than 1 " :12" all plies shall be installed parallel to the slope. Nailing shall be through tin caps 6" o.c.. All overlapping shall overlap the tin caps a minimum of 6 ". Refer to GAF requirements for installation of steep roofs. Note slope limitations on gravel surface specifications to a maximum of 3":12". 2, An overlay insulation panel is required on all applications over closed cell insulations (See Insulation List). 3. All perimeter nailer and metal profile design shall conform with Factory Mutual Loss Prevention Data Sheet 1-49. 4. All asphalt shall comply with ASTM D -312 requirements. S. Bonding and dissimilar surfaces (other than insulation facers and asphalt saturated membranes) should be fully primed with ASTM D-41 primer for asphalt applications and allowed to fully dry,. 6. This roof system assembly, when applied over a wood plank deck with an ASTM D -2626 or D-4601 base sheet mechanically attached at 9" in the lap and two rows at 18" in the field with min. 12 ga. annular ring shank nails and tin caps has been approved for use to a maximum 7 Gil Diamond, P.E field design velocity pressure of -45 psf. 7. This roof system assembly, when bonded to an insulation substrate has been approved for use to a maximum field design velocity pies, of -45 psf. 8. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with the Factory Mutual Loss Prevention Data sheets 1 -28 and 1 -28S. 9. The chosen assembly must comply with the fire resistance requirements of Sections 3401.5 and 3401.6 of the South Florida Building Code. Refer to fire 'classification ratings' in the Underwriters Laboratories Clurrent Directory. 10. Any amendments to these provisions shall be in compliance with Section 203 and 204 of the South Florida Building Code. 11.. Refer to GAF specifications for appropriate flashing materials and their application. 12. Refer to one of the following GAF specifications for this application: I- B -5-M, I- B- 5 -M/P6, I-0-4-G, I- 0- 4- G.//P6, I -0-4-C, I- 0- 4 -C/P6, I -0-4 -M, I -0-M/P6, I- B-4-G, I- B- 4 -G/P6, I- B-4-C, I- B -4-C/P6, I -B -4I, I- B4 -MJP6, I -03-G, I -03-C, I-03-M, I- B -3-G, I- B -3-C, N- B -5-G, N- B- 5 -G/P6, N-B-5-C, B -5 M N B- 5 -M/P6, N B-4-G, N- B -4- G(CT), N B-4-C, N-B-4-M, N B -3-G, N B- 3- G(CT)„ N-B-3-C, and N- B -3-M. 13. A withdrawal resistance test shall be carried out on all reroof and recover projects to confirm deck integrity. 14. System may be applied to Loadmaster deck system providing the metal deck is not less than 25 ga.. The roof system shall be bonded to a suitable insulation substrate. 15. This roof assembly, when applied over a perforated Stratavent base sheet in an intermittent mopping of asphalt is approved for use over a non nailable or insulated substrate to a maximum design velocity pressure of -30 psf. 16. Walkways may be fabricated from one ply of Ruberoid Mop Plus or Torch Plus (Granule) fully bonded to the top membrane ply. Expires: DEC 1 3 1996 Gil Diamond, P.E. rjLC. b S — G01-5 s- i ' rk? tv 0.06 C Fo r tI NIPP--■-- 40 C;4* 1 1 ‘ W "A At cloy 1fr • -2 Cog•Se 4FE' 173 3 h z 1 d o 3. i ,)-� . 13 ��////// / -'' N 1/ j 1 • 1:. Test Location Uplift Pull Tes r F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 26 51 4 2 27 . 52 i 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 � 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 l/ 50 75 1 Owner's Name: Job Address: Roofing Contractor Du Quesne & Associates, Inc. Consulting Engineers Testing Laborator ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION L 101 P— . O (, CC ° Type of Tile: Mel-P-0- ": 1 T , 1' € 9 Approximate Roof Height: 12_. feet ' u Q \e ne Vettstoc{a \2sa1i'w .'' E.B. Licerite #QOQ.5�457.' ' Lab Certifiation #940318:$1 r `R Type of Access to Roof: Scaffolds o/ Ladder Approximate Square Footage of Roof oy -©_ft 2 Required Testing Force: 35 Ibq. Testing Equipment: Chatillion DFIS 100 Date Tested. - 94 TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK Environmental • Civil o Structural Buildin Inspection Services Permit #• 4P tc, --°4 -54.) a S M a Date Installed: oof Pitch: 3: 0 Other IN ACCORDArtOE I-1 F�0'CfiITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY QQNT LIES '- 420 't • , FIC, ° . s','y THIS REPOR I AAI ED 8d z 815 N.W. 57th Avenue • Suite 428 • Miami, Florida 33126 • Telephone: (305) 264 -1425 • Fax: (305) 261 -8863 $KETCH OF ROOF JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE v NOTES' 14T. - • r Poot - Si-cfE.,- 4 Is Co M jk " • a'v • • • • JOB I Z9 NI 95 57, im PrM I , E L. SHEET NO 0 e OF CULATED BY R- DATE-1 I* 22 • 94 CH CKED 8Y DATE SCALE "res-r r M GAM APPLOr'o'=IN FOR BUILD AG PERMIT Application is hereby made for the r pproyal 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. Owner's Name and Addres - ✓. Registered Architect and /or Engineer ___ Name and address of licensed contractor e �z Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done__L2e State work to be done and purpose of building (by floors )__ S1 .DBNG BNSPEDTION DE A TMENT SHORES VILLAGE t _ __ _ _ and for no other purpose. New Building Remodeling Addition__ "---' Repairs No. of Stories , � ,, To be constructed of Kind of foundation_ Estimated Total cost of improvements $ - (2 0 Zone cubage required - Distance to next nearest building_ Maximum live load to be borne by each floor.__ Disapproved t __ ( Signed) LJ- 0 t ' B lding Inspector Date PLANNING BOARD__ __ _ f Cygrmg- Amount of Permit r £ e plan Cubage__ Size of Building Lot__ Notary Public, State of Florida My Commission Expires_- __ . -_DATE Chairman Member Member _ _ _ Member Member .._ _. ____ . __._ __ Member Council Approved _Date Disapproved Date (7 7 ____ , 19/ • - No.4 9_3 Street&d_d- L L I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to __ -- 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 publi_ 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 d by Miami Shores Village t% Remazks-- - - -- --- - -- -- -- - - - - (Signed)' ��e -:rte �� °��-� 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 a true. Permit No.______13"t t 1 Date___. `r1 __ Read, Sworn to and Subscribed before me. .Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has honn obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper not,ue for insp. . ion or faulty materials and /or workmanship. BUILDING [1] MIAMI SHORES VILLAGE, FLORIDA ... ELECTRICAL ❑ PLUMBING ❑ PERMIT N? 10262 ROOFING ❑ Owner of Building Architect Contractor or Builder 'r Description I BI Legal Lot Subdi- vision Sq. Ft. Address of or , Value of � � Amount of Building i ' «' Project $ +' w' 11 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 am 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 :s the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertairing to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or - . ,employees. r Signed:____. (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to pgtform the work covered hereunder in compliance with all ordinances and regulation, pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this rermit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR or BUILDER Work to be performed under this Permit 4. Date — 19 7 Contractor's f License No. f BY AUTHORITY t STATE OF FLORIDA, COUNTY OF DADE. ss. BUILDING INSPECTION DEPARTMENT ALPLJCAT0®Nl FOR ELM_ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted far 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. / Street_ Lf ' 5 Registered Architect and /or Engineer. h [ y ee A ''S'!?..0 /4''7 ,5' Owner's Name and Address 1 l3.44/l< Y/st a 9l Name and address of licensed contractor Location and 1 gal dyscription of lot to be built on: Lot 7 - Al 7,C S � Street and tfr Block 99 aw." ere wor • is to be done State work to be done and purpose of building (by floors) Date Chainnan Member Member .. Subdivision (" /2 ✓1!1 Q e-r ,4t - 7 - r d PLA INC BOARD DATE Member Member Member ONE PERMBT Date_.._ — 1 P8 `5d and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering X ! i Estimated Total cost of improvements $.._� d B " Q Amount of Permit $. 00 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to _ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subc9 ntractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks.__- (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared -- - - - - -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Disapproved Date (Signed) Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspecto j My Commission Expires Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the 13uildir,g Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Addres STATE OF FLORIDA, COUNTY OF DADE. ss MIAMI SHORES VILLAGE Registered Architect and /or Engineer. Name and address of licensed contractor__ - Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done___ State work to be done and purpose of building (by $n::lding Inspector it Date Subdivision oors) • Chainnan Member _______ Member Cpuncil Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. Remarks (Signed) permit, as are licensed by Miami Shores Village. �/ �• PLANNING BOARD DATE No. ._/ d-_ Street__�.d' Read, Sworn to and Subscribed before me. Notary Public, State of Florida 1v and for no ogler purpose. New Building Remodeling Addition I epairs No. of Stories ____ To be constructed of Kindof foundatio R Covering 0 ( - Estimated Total cost of improvements $__J_'`L _ ‘----- Amount of Permit $ `%' Zone cubage required _Plan Cubage / Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as a-1 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 :mployed 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 wprk to be performed under this Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No._ ____ Date Disapproved _______ Date (Signed) to me well known, My Commission Expires Member Member Member Disapproved Date or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty - 12 7 • \HIGH VELOCITY HURRICANE ZONES e a:OWNERS 1110TILFIC U �uL - • • • • • • • •� •� • 1 1 7 : . • ti o N s: • • i • • fr • • • •• • • • • • bility * Of the roofing contra er the content of this sectib. 1524.1 As it pertains to this section, it is the the required roofing permit, and to explain to t 1 5 of the Florida Building Code, Building govern e mmuntli ►•rejlutrelrtcnt: rd;sten rc,ofiig system installations. Additionally, the following item%.s17411 d;b4 ajI Ife *Cd a.s art of the agreement be twen the owner and the contractor. The owner's initial in •the a ljicerebdx 2n4igates the item has been exF laird. ( _• Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone a atfor the purpose of providing that the roofing system meets the wind resistance and water intrusion perfo ."?.:e standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provi 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 ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). . Common Roofs: Common roofs are those which have no visible delineation between neighboring (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. � Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be d from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the optiggtof maintaining this appearance. . Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the or gi ial roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the I term. 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. /.' / � / 2 5 Owner' Agent Sig a e Date C:IDocoments and &nlntpkhommosLLmW &tdn.drempffemponry Internet p11eslCoot enUU1310KLRATITSECIION 1524lII.doc with ns of Chapter e industry for GM/ 1 r ■ Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Penrnit Application Form. . • . Section A (General 3riforin iipri); Master 4rmit No. D ? t Process No. �� d Contract is Name •: • • f ' Job Addh' ess /a ee Sope 7(Low Asphaltic Shingles ❑ New 4 ,4 :04 • • • ROOF SYSTEM INFORMATION ❑ Prescriptive BUR -RAS 150 ROOF TYPE oof ❑ Re- Roofing ❑ Recovering ❑ Repair ••• .. .. • • • .. .. • • • • ..••••• •••• ROOF CATE'GOgY• • • • •' ' • 44:62 iAikei . ••• n • •••• .. • • • •• ••• •• .. .. • ..... ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Low Slo • e Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) o - ,c-0 ❑ Maintenance Section B (Roof Plan) Sketch oof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppe and overflow drains. Include dimensions of sections and Levels, clearly identify imensions • _- - ones and location of parapets. W11111////ri/1/ 1111f1i1111i1iif11111/1 11111M11 1111111011111N111111111111111,111.11 /t111■(11 /tom /11111✓I!• /11111111111 -111111111 tlit • /��>•/�nl•/ 111Y1i 111111111111111111111111111 1/9111111111111 1111111[ Nt /It1111<Ettl•R //Nn>l.41I1111 R1 811111 \01t111<11T: !/S R111t11111111 tti 111 /1f/tllhMMRI MINUMwi /LN1MIC ► . 111111111111111111MH1111111111111MMIIIHNU1111111111111111111111118111111MUNIMBIIIIMMIIIMal p1111111111 11/111f111111111 U111a:111111411lit ilM11i1111111 111 =11Ettllillsil111111eNM 111111110111111111111111111111111..111111111110111111111111.11111 Miliell$11111111111111110111MIMMIIIIIHMISIIIIHMINIIMILIHR.111111111111 1111111111111111111111111•11111111111111111RIIMMIMIIMUMIN BMW* A 1111 w �I�Y� /I111 / a . mamensur 11 U 1R111�..a1i u 11111fl111s11 41/x_ - ,Jusr 111.1111 ; 11 minwitimmi r.r1111/' 111711640 111/111111 1111ifiif4111 111 111 1 1U 0 l if "111 1111111111111111111P'..411 1141•1141111/11r��1/r/s11/I<1 X ■111 mwia 411/41/8 ` .. 1< - . ■ �►.t1tu 111111 iIU pnliP/1111// 1 q1 l/1v t11`L• A11i1 H - mtuu1 tI 11i1t1:7r�ii . 1111+/111111!". /:1 111I'.�/1.a11I ! 11 tin i41//N 1F.�.11:1l1M/111i1411 r IIIMMIIIIHMUSaill IN 41111111 AI W - ANUS I$SP .1 1111111M1111111•111111111111111111111 1 , ' Bii1111fr"1 1' 1 �1 11 81 ft1 1Q111i•.i/11�. 1111 11/111111 s , , 11/1 s *��r 1 H tu 11 1■If 8 11111 /N1111111 'i1111iE1ta 1 111111 MINIM 111110111111111111111111111111111,1111111011111111111111111111111111111111111111111111111111 1 s 11181 11111111111111111111N11EMM /111111111111 i1111111ti i11111I111111 111111111111 /.11111i11/1111i1i11111111 11111 miniu 11Sim1 1/111isium 111 i111/1s11 mos p111111i111111//1 /1111.111111 11 1111111.111111111/ 11111/11111f/1111>Ai11i/11>E1' 1111 114111111111 1111111111111111K11=1115111<1N11 1111114111 • Florida Building Code Edition 2002 High Velbcity Hurricane Zone UnlfQrm Permit.A (cation Form), • eetiltinVat Fill in Specific Roof As 6 ,s. mbiy Components and Identify Manufacturer • .._• • ..: (If a component Is not used, Identify as "NA ") • System Manufacturer. /Oar; NOA No.: • 03 ":0S Design Wind Pressures, From RAS 128 or Calculations• Pmax1: ° Pmav _ 4 Pm2x3• X Max. Design Pressure, From the Spegifiic NOA System: .� Deck: Type: 14a Gauge/Thickness:(;4- Slope: Anchor /Base Sheet & No. of P Anchor /Base Sheet Fastener/ Top Ply Fastene Surfacing: /44,- ndtn 'o Y Insulation Base Layer: Base Insulation Size and Thickess: Base Insulation Fastener /Bond ng Material: Top Insulation Layer: X// Material: g Material: Top Insulation Size and Thickness: //�d ' Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): e,/ Base Sheet Fastener /Bonding aterlal: .;I':aet(s) & No. of Ply(s). Ply Sheet Fastener /Bonding Ma erial: Top Ply: ir C 74 :p.Y To PI : ,; �� .Fasteg.er Opacity fat;Anchor /Base Sheet • Attaettmen$ • • • • • • •• • • • • ... .r • •••• • * Meld: ' oc © Lap, # Rows 2- @ • " oc • • R erkneter. !�• • • • ••• •...• • •• .•.. : Coriaec �° • ec Lap # Rows . _Z @ " oc Number of Fasteners Per Insulation •Board Field 2t Perimeter — Corner Illustrate Components Noted and . Details as Appllcab•Ie: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, . Cant Strip, • Base Flashing, Counter- Flashing, Coplpg, Etc. Indicate: Mean Roof Height, :Parapet- Height, Height of Base Flashing, Component Material, Material,, Thickness, Fastener Type, ' Fastener Spacing or Submit Manufacturers Details that Comply w 111 and Chapter 16.. a� 7 $ x ,6 1 ems' ', ,7 o9J Parapet Height IFT. ®( Mean Roof Height b MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 M.iAMIDA E COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MLU15I,-FLORIDA 33130 -1563 (7,0) 37`- 2!'01 FAX (305) 375 -2908 o f ^ f q r P D J., SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03- 0501.02 Expiration Date: 11/06 /08 Approval Date:10/23 /03 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: Sub- Category: Deck Tvpe: Maximum Design Pressure Fire Classification: GAF WeatherCoat® Emulsion (Matrix'''"' Fibered 305 Rmnlsion) GAF Premium Fibered Aluminum Roof. Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltinnaTM Base Sheet GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Roofing SBS /APP, Modified BiOunei • • • • .. • • .. • • ...... Wood -75 psf See General Limitation #1, • TRADE NAMES OF PRODUCTS MANUFACTUlab Q1j i 1 I 13 JYOPLICANT: TABLE 1 Product Dimensions GAF Asphalt Concrete 5, 55 gallons Primer (Matrix na 307 Primer) GAF Mineral Shield® 601b. Bags Granules 1001b. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37' (1 meter) Wide Test ppecification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 • • ..• . • • • • • • • • • • • • • • • • • ..• • • • • • • • ... • • • • ••• • • ... • • • • • • • • • • • • • • • • • ... • •.• .. . . • .. • • • • • •..• • • • • •• ••• .. Product Descriptloy Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 2 of 32 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat We1dnd Smooth RUBEROID® SBS Heat - We1dTm Granule RUBEROID® SBS Heat - We1dTM 170 FR RUBEROID® SBS Heat - We1dTm PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - Weldrm 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 ureter) Wide Test Specification ASTM 1536'2 ASTM D 4897 ASTM D- 61.64% ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D4601, Type 11, UL Type G2 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 • • • • Product Description Asphalt ccayted g14ss f bsr mat flashing siteet:avaCp16 i4 tI,�reVt zes. Fibciglars base sheet coated on both sides with asphalt. Surfaced on the bottom *le with,mi gral granules _embeaded in isphaitic coating. Nlon- Pave? 1olyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS - modified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 3 of 32 Product RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle- Mateh' Underlayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 1001b. cartons, bulk 601b. kegs 4 sq. roll 30 lbs. 1.5 sq. roll ASTM D 6222 ASTM D 5147 •• •• • • • • • • • • • Test Specification ASTM D 6222. ASTM D 5247 ASTM D 6222 ASTM D 514,7. ASTM D 6222; ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTMD6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None • ASTM D2824, Type I ASTM D312, Types I, II, III and IV ASTM D 5147 • • • • • • • • • • • • 0 • • • ••• • • • • • • • • • 000 • • • Prddtltt Description i- eavyduty pplyeslerreinforced, asphalt cnodifie2i bituahefl tpettbith}e, granule turface.. ••• Heavy duty, polyester reinforced, asphalt rgodifieii bi,tpmemnenlb granule sbreact • • );leave cat}Vpvlyeesterr rdinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.i Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer- modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non - fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlayment SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlayment. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 4 of 32 APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Polyisocyanurate foaminsulstion. • . • . Composite, EnergyGuard RA ••••••• GAFTEMP® Composite A & N Polyisocyanurate foambin %utathf vv1t1 (BMCA)GAFIEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTni GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoam 1,11 & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber • High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Dens Deck E'NRG'Y -2 & ENRG'Y -2 PLUS, UltraGard Gold • ••• • • • • • • • • • •. •• • • • • • • • • • • • • ... • • • • • • • • • • •.• • • • • • • • •• • • •• • • TABLE . •• • • •• • • • • Product Ilelhr4ton • • • • • • • high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocyn fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate / perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation •. • • • • • • • • • ••• • • • •• . • •Manufacturer (With Current NOA) • GAF•Materials Corp. • QAr.Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 6 of 32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. 9. Product Name GAFTTTE® (Drill-Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTTTE® (Drill-Tec ®) ASAP GAFTITE® (Drill-Tec ®) Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec ®Metal) Polypropylene Plates (Drill -Tec® Plastic) Dekfast Fasteners #12, #14 & #15 Dekfast Hex Plate Dekfast Lock Plate #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener TABLE 2 • • • Product IZescrjlltion • • • • • Glass fiber/Mineral fiber insulation Polyisocyanurate foam Protklivoo1 • composite insulation • Wood fiber insulatioi'board • Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre- assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate . Insulation fastener assembly with recessed plastic plate • • • •• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • o • o • •• •• • • • • Dimensions 3" and 3 3 " and 3Vz" 2 7/8" x 3 3 "x3 /4" 3" round 3" square 3.2" • ••• • •• 1,17mlufacturer • (`Vy1t1t Current NOA) Johns Manville • Jbbns Manville • • • • • • • • • • • Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 7 of 32 APPROVED FASTENERS: Fastener Number 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. Product Name Olympic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic G -2 Olympic Standard Insul -Fixx Fastener Insul-Fixx S Plate Insul-Fixx P Plate Tru -Fast Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. Fl. TABL 3 •• Product • Description • • • Insulation fastener : • • Pre- assembled Insulation •• • • • • • fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 Wind Uplift PA 114 GAF -020-02 -01 02-005 02 -014 • ••. • • • . • • • • • • • • • • .. • • • • • • .. • .. • • • • • ••. •. •. • o • • • • • • • • • • • • ••• . . • ••• • • • • • • • • • • • • • 0 • 0 •M nufactu er ')3finefisions • (With Current NOA) • • .. • • Olgnpic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS/Stadler 3" round SFS /Stadler 3" round SFS /Stadler The Tru-Fast Corp. 3" round The Tru -Fast Corp. 3" round The Tru -Fast Corp. Description FMRC 1996 J.I. 1B9A8.AM J.I.3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 • . Olyjnpic Manufacturing • • Group, Inc. Date 01.01.96 09.04.97 04.30.97 06.06.97 02.01.02 01.18.02 03.22.02 NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 8 of 32 Membrane Type: APP /SBS Heat Weld All General and System Limitations shall apply. • • ••. • • • ••. • •• • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • .. • • • • ..• • • • •.• Deck Type 1: Wood, Non - insulated • . • • • • • . • • •. • • • • • • • • • • • Deck Description: / or greater plywood or wood decks • System Type E (1): Base sheet mechanically fastened.. • • • • • • • ••• • • • • • • •. • •• .. • • • Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1y'M 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure — 45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure - 45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure — 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAF TITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GA}' 1'Il"E) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 75 psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat -Weld) One or more plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 28 of 32 Membrane: Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 gal./sq. (Torch Smooth applications only) 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal./sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 galJsq. Maximum Design Pressure: See Fastening Above • • • •• • • • ••• •. .• • • • •• •• • • • • • • • • • • • • • • •.• • • • • • • • • • • • One ply of Ruberoid® Torch Smooth, Rubeioidtgi "Torch C'rranufe, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application • instru�ionS.. .. • • • • • • • Or, • • • . • One or more plies of RUBEROIDU SSS Heat:Weid PLUS, 11I) EROID® SBS Heat- We1dT"s PLUS FR, RUBEROID® SBS Heat- We1dTM 170 FR, RUBEROID® SBS Heat- We1dTM, RUBFROfl ® S$S r at- Wg1dTM Smooth, RUBEROID® U1traCladTM SBS and RuTBrILOSD® SBS.HeAt WeldTM 25 applied according to manufacturer's applicatienin ktlois . : • • • NOA No: 03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 29 of 32 • • ••• • • • • .. • . • • • • • • • • • • • • • • • • • • • • • • • • .• • • • • • • • • • • • .: • ••• • • • • ••• WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1y 6 when hied as a merhanicall Y f�tpned base or • • anchor sheet. . • • • • • • . • • • 2. Minimum 1 /a" Dens Deck or V: Type X gypsum board is aCGgptab P mstal�e.c� directly over the wood deck. GENERAL LIMITATIONS: • • • • • • . .. • . • • • • 1. Fire classification is not part of this acceptance, refer'ta a:cdrgni44(1 J oofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 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 the base sheet shall 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 12lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10t23/03 Page 32 of 32 • ROOF COVERING MATERIALS (TEVT) 2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY Roofing Systems (TGFU)— Con tin ued Surfacing: Gravel, 400 Ibs/sq, loose laid or applied in a flood coat of hot roofing asphalt. 2 Deck: NC Incline: 1/2 Bas? Sheet (Optional): One or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No, 97, 1 -1/2 - 3 gal /sq. 3. Deck: NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): One or more layers Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule ), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). ,. • . Coating.,,' Karnak No. 97, 1 -1/2 -.3 . ,,,. 4. Deck: 015/32 Incline: 1/2 ... `• Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane,.perlite /Isocyanurate composite, perlite/ urethane composite, phe- nolic, 1-1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G2 or.G3. Ply Sheet (Optional): One or. more layers of "I pe Gl. Membrane: One or more layers 'of " Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" ( granule), "Ruherold Mop ".(smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch .Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, per lice /isbcyanurate:cQrriposite, perlite / urethane com- posite, phenolic, 1-1/2 in. "nlin. Base Sheet (Optional): One or more layers of Type G1, C2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule), Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, Isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Kamak No. 97, 1-1/2 - 3 gal /sq or gravel. d. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite / isocyanurate composite, perlite /urethane com- posite, phenolic, 1 -1/2 in. min. 46 Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). • Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15132 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in: mina Base Sheet: One or more layers of Type G2. "GAPGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 LOOK FOR THE UL MARK ON PRODUCT • • ••• • • • ••• •• •• • • • • •• •• • • • • • ROA c /E tl 3 Mj:TERIALS (TEVT) 175 • • • • • • • • • KoofingSystemS ('I'GFU)— Continued jnsuI ion (Optional): One or more layers perlite, glass fiber, 3/4 in •Ininoisscyanu[•te •relhane,rpeelito/ ocyanurate composite, perlite' Urethane composite , • • 4aso %1y et: Qde oriripie layet1Of TlyirG2 "GAFGLAS 575 Base Sheet hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "CAFGLAS PI) 4` or "GAFGLAIS Ply 6" bot mtylipid irk place. Kiemb' tI • • 'RQbdoi� TQr,Fh 1T(IR" (granule). Sur=ac};ttg: ((?ptjbnil?: FiberecleAluminum Coating at 1 -1/2 gal/ sq dt•GAT Vlpathlr Coat Emalsionsal 3 gal/sq. 11. Deck: C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite Or glass fiber. any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet' hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type Gl " GAFGLAS Ply or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1.1 / 2 gall sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): lsocyanurafe, perlite or glass fiber, any thtcc ness „hot mopped or mechanically fastened in place. Joints offset 6 in Base'Sheet: One or moreilayers of Type G2 "GAFGLAS 575 Base Sheet” hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or "Ply b ". hot mopped in place. • Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC • Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass • fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 575 Base Sheet ". • hot mopped in place. Pry Sheet (Optional): One or more layers of Type GI "GAFGLAS Ply 4 ' • `or "Ply 6" hot mopped in place. •,Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" a t 1 .1 / 2 '§al /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in., "Base..Sheet: One or more la'rs of "GAFGLAS #75 Base Sheet", hot •;mopped.in place. :PI); Sheet(Optlonal); One or (pore layers of "GAF GLAS Ply 4" or "Ply 6 "ihi4 rriopp.Ad place.. ' ,. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal / sq or GAF Fibered Aluminum Coating•at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite / isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type GI, hot mopped u: place: Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16, Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane. . perlite /isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -I, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop' • (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid mop FR" (granule) 17. Deck: NC Incline: 1 .--1/ Infractio Passed Comments TIN CAP SPACEING False Passed / Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -3352 Inspection Date: 04/17/2006 Inspector: Grande, Claudio Permit Number RF -12 -05 -1272 Permit Type: Roof Inspection Type: Tin Cap Owner: SADUSKY, VINCENT Work Classification: Roof - New Job Address: 1293 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ANGELL ROOFING Building Department Comments Friday, April 14, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Parcel Number 1132060143870 Lot: Phone: 305 - 324 -1166 Page Issue Date: 12/20/2005 Owner's Name: VINCENT SADUSKY Permit Type: Roof Work Classification: Roof - New Job Address: 1293 95 Street NE Contractor(s) Phone AKtQt✓LL ROOFI Primary Contractor E5 Comments: FLAT ROOF REPLACEMENT Additional Information Miami Shores Village, FL 33138- Type of Work: Re -Roof Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $250.00 $6.00 $6.25 $265.45 Invoice Number RF - 12 - 05 - 23168 Total: KC 2 O PAID Amt Due $265.45 Amt Paid 2�5.4S CD Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/19/2006 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -12 -05 -1272 Phone: Total Square Feet: Total Valuation: Required Inspections 1132060143870 Lot: PB: 600 $ 3,400.00 Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING PERMIT APPLICATION FBC 2001 Contractor's Company Name j = ' ,�� , Contractor's Address �._•: Qualifier �• \ \'+ Architect/Engineer's Name (if applicable) Submittal Fee $ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ � - • (Continued on opposite side) Training/Education Fee $ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical 1 mbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ,/ /e! -_�� F # ' :- '; / Owner's Address /2 9. 5 RS City //,',/ rte/ ' , _ ; ,;tate /- e Zip s___ ), ? Sf' Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 ' , T NAIL- , City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO City � g �, State • Zip Permit No. R FOES " 1 21 2 Master Permit No. • • a I ! : < < Phone # Phone # Zip ; ? � C $ Value of Work For this Permit �\ { t ` � • � CJ Square Footage Of Work: Type of Work: ❑Addition , ❑Alteration ❑New 12 ❑Demolition Describe Work: C(f A * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ Z'70 GYM CCF $ Technology Fee $ Zoning Bond $ Structural Plan Review. $ CO /CC Bonding Company's Name (if applicably Bonding Company's Address City S•te Zip Mortgage Lender's Name (if applicable! / Mortgage Lender's Address / City State Zip Application is hereby made to obtain a hermit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILE%S, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify tha'all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ad zoning. "WARNING TO OWNER: YOUR 4ILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEllIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEN ER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." MANUEL A. FEBYMPEZ OMMISSION # 15D 418221 ?o EXPIRES: ApnP0200g ,, — Salad Thru Notary Public Underwriters Notice to Applicant: As a condition to promise in good faith that a copy of th whose property is subject to attachment for the first inspection which occurs s inspection will not be approved and a re Signature Owner or Agent The foregoing instrument was acknowl ged before me this day of , 20aS by , V/ /2'//G , who is sonally known 4me or who t s produced Sign: Print: My Commission Expires: Chc 12/15/03 &7/ e issuance of a building permit with an estimated value exceeding $2500, the applicant must notice of commencement and construction lien law brochure will be delivered to the person Also, a certified copy of the recorded notice of commencement must be posted at the job site en (7) days after the building permit is issued. In the absence of such posted notice, the spection fee will be charged. As identification d who did take an oath. Signature (Certificate of Competency Holder) ontractor The foregoing instrument was acknowledged before me this I day of . i> r ( i , b y ,.t' is personally knowo me or who has produced as iden ' ication and who did take an oa NOTARY PUBLIC: t (kJ - State Certificate or Registration No. Certificate of Competency No. Commission # DD177003 ion s , Aaron Notary 1•8Q0.350.5161 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �.•Fg spires; fan. 1d, 10U( * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: / X /9 D.) Plans Examiner Engineer Zoning / i f Passed 1/ j Inspector Comments 1/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -3356 Inspection Date: 04/25/2006 Inspector: Grande, Claudio Owner: SADUSKY, VINCENT Job Address: 1293 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ANGELL ROOFING Building Department Comments Monday, April 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho : (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RF -12-05 -1272 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060143870 Lot: Phone: 305 - 324 -1166 Page 2 of 2 Inspection Number: INSP -15214 • Inspection Date: 04/19/2006 Inspector: Grande, Claudio Owner: SADUSKY, VINCENT Job Address: 1293 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ANGELL ROOFING Building Department Comments Tuesday, April 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 05)795-2204 Fax: (305)756 -8972 Block: Permit Number: RF -12 -05 -1272 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060143870 Lot: Phone: 305 - 324 -1166 Page 1 of 2 Infractio Passed Comments TIN CAP SPACEING False Inspector Comments 4 iet(.4.,„„ Cc, Passed Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -15214 • Inspection Date: 04/19/2006 Inspector: Grande, Claudio Owner: SADUSKY, VINCENT Job Address: 1293 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ANGELL ROOFING Building Department Comments Tuesday, April 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 05)795-2204 Fax: (305)756 -8972 Block: Permit Number: RF -12 -05 -1272 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060143870 Lot: Phone: 305 - 324 -1166 Page 1 of 2