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ROOFINGPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6 -16 -00 Job Address 1182 N.E. 92 Street Tax Folio Legal Description , Historically Designated: Yes No Owner/Lessee /Tenant Alfonso A g r a s Master Permit # 9 h7 Owner'sAddress 1182 N.E. 92 Street Miami Shores Phone 705 -0234 C Roofing Contractor, Inc. Address 13800 N.W. 1st Avenue Qualifier Carlos Arocho SS# Phone 751-0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Address Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt, install galvanized eave drip and valley metals where required, mop on with type III asphal one layer of 901b. ASTM felt install !. .�•r.: - �tL oam adhesive setting. Flat roof to ins all base sheet mop modified ruberoid bituu Square Ft. 2 • Estimated Cost (value) $ 11,300 _ n n WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature o 4 er and/or Condo President Date Notary as to er and/or Condo Preside My Commission Expires: FEES: PERMIT MARYLOU HERNANDEZ MY COMMISSION # CC 680474 EXPIRES: October 10, 2001 Bonded Thru NotWWy Public Underwr tera RADON C.C.F. / • a D NOTARY BOND 38 TOTAL DUE 490 - APPROVED: Zoning Building - �� ectrical Mechanical Plumbing Engineering 6490 Signature of Contractor or • wrier-Builder a te Notary as to Contrao'or or Own My Commission Expires: Cot) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 00R303951 2000 JUN 27 11:13 PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 1 1 82 N . E . 92 Street Miami Shores, Florida 33138 2. Description of improvement: Reroof to a new Tile and Flat roof . 3. Owner(s) name and address: Alfonso Agras Interest in property: Owner Name and address of fee simple titleholder: N /A 6. Lender's name and address: 4. Contractor's name and address: Quality Roofing Contractor, Inc. 5. Surety:(Payment bond required by owner Name and address: N /A Amount of bond $ 0 0 1182 N.E. 92 Street Miami Shores, Florida 33138 13800 N.W. 1st Avenue Miami, Florida 33168 N/A " l E OF FLORIDA, COUNTY OF DACE from COntfaC( � l�fy.�ERTIFYthat this is a tru orig,, bl ed in this office on oPY of the W; i ti'ESS my hand and SAD 20 PAR Y R Official Seal. E: — CLERK, 01 Circuit and Coun 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: N/A 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: N /A 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) x L. Signature or Owe Print Owners Name f41 tr?n a o f rr.,S Sworn to and subscribed before me this Ito day of Notary Public Print Notary's Name My Commission Expires: , 19-2625212 OU HERNANDEZ 74 EXPIRES: October 10. 2001 Bonded ThN Notsry Public llnderwdters_ Prepared by: Carlos Arocho Quality Roofing Contractor Address: 13800 N.W. 1st Avenue Miami, Shores, pinridA 13168 Contractor's Name: ROOF CATEGORY ❑ (Nail -On Tile) KMorta -Adhesive Set MD ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) / ROOF TYPE ❑ New Roof 21e-roofing ❑ Recovering ❑ Repair ❑ Maintenance 10 (Low Slope Application) Ft. Ft. 123.01-76 499 Flat Roof Area (ft Sloped Roof Area (ft sg , Total (ft2) „2 , Master Permit No. Exposure category (per AS E 7 -88): Building Classification category (per ASCE 7 -88 table 1): j ROOF HEIGHT AND SYSTEM DETAILS u� (Draw details as needed) w I L titheoe 0.4_ Deck type: tl)OocL \ 1 Cte ATTACHMENT li 1 .wL- 1 Fastener Type: 1 (645 (645 Skc. r �S SPACING it [r Field: \ .- 0 .c 4. Perimeter: to p , c_ Corner: DETAIL 1 & 2 . Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Job Address: I I S 2 N, E. q 2 STyer f Page -1 r r r r ROOF PLAN nRid e Ventilation? J 1 r 7 t MEAN HEIGHT Deck type: toopol I KU. Underlayluent: 30 ►b, Insulation: oc� 12 ROOF SLOP/ D E T A I L 3 SLOPED SYSTEM DESCRIPTION 1■\ i t Fastener type & spacing: Cap Sheet: Roof Covering: Drip edge: 5cA.)oa,vvz e ct. ) t- p -`Zlzl ci_12 (1 Co 1 .0( -{v,& ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals (Pmaxl: T/o2.3 x (Pmax2: 103;7 x (Pmax3:1 D 3•') x (Aero dynamic Multiplier): (2.0.99 (Aerody amic Multiplier):30. V / (Aerodynamic Multiplier):3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ) - ) - ) - TILE CALCULATIONS M (o 3O = M 1 PCA: /61 M = M X3;1'? PCA: MA? M 0 = M 23.9 PCA: %)o .(01 Page -2 APPENDIX. "F" REQUIRED O\VNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 'A s it pertains to th Appendix "F ", it is the responsibility of the rooting contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the miniminii requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in adjacent box indicates that the item has been explained. p t'ly 1. Aesthetics - Workmanship: The workmanship provisions or Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and ■vater intrusion performance standards. Aes :hetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. h •k 2. Renailing \Vood Decks: When replacing roofing. the existing %vood roof deck may have to be renai'ed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) A . k 3. Common Roofs.: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. k .1\* 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking, can be . viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining, this appearance. A ; N . S. 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 profes structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. A - k" 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is no: overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) arc not provided. It may be necessary to install overflow scuppers in accordance %vith Chapter 23 of the SFBC. l ‘ • •• 7. Ventilation: Most roof structures should have some ability to vent natural airflow tltroi h the interi:: of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. I: may be beneficial to consider additional venting which can result in extending the service life of the roof. A . S. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. f,Tv 2.0 Ow•ncr's /Age s Signature Uatc Contractor's Sign :more I METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI. (305) 375-2901 • FAX (305) 375-2908 Monier LIfetile LLC BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • I. FLORIDA 33130 -1563 135 NW 20 St. PRODUCT CONTROL•DIVISION Boca Raton, Florida 33431 (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval of: Monier Lifetfle LLC VIlla, Capri, & Roll Tiles under Chapter 8 of the Miami -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: Redland Technologies, The Center for Applied Engineering, Inc., and Professional Service Industries has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -14 and the standard conditions on page 15. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 97- 1124.16 EXPIRES: 06/25/01 Internet mall address: postmaster @bulldingcodeonllne.com Revises: 95- 0322.07 95- 0322.03 . • 95- 0316.04 aul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Miami -Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger, P.E. Director APPROVED: 06/25/98 Building Code Compliance Dept. 1 Miami -Dade County Homepageehttp://www.bulldIngcodeonlIne.com 1 LWETrL LLC Monier Lifetile LLC Villa & Roll Monier Lifeitile L = 17" PA 112 LLC Capri Tile W= 12 '/x" high • 1 /2" thick Goof file Trim Pieces Test Product Dimensions Specifications •: rtIcturer Rainproof II 30" x 75' roll PA 104 Sing O -Wrap, 36" x 75' roll und:: or 'nc. 60" x 75' roll 2" s: , rrent NOA) Ice and Water Shield BADE NAMES OF PRODUCTS MA LABELED BY APPLIC Test Product Dimensions Specifications I = 16W w = 13" '/," thick 1= varies w = varies varying thickness TRADE NAMES OF PRODUCTS MANL?_ LABELED BY APPLICAN _ 36" x 75' roll PA 112 PA 112 g, high • ate roof tile hole and : 7ect deck or • r or !e and deck or p" roof - r.!s, ridges • profile. PA 103 Seli Grace Co. undr: :Tent NOA) • Page 2 of 15 Fra:... finer 97 -1 x24.16 r ...va . X. 4. LL4 LLI. Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "Ti1eTiterr.t ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140'. Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive ( "Polypro® A H 160 ") Hurricane Clip & Fasteners ( "BONSAr d Dimensions Vertical Min. 1; x 4" Horizontal Min. 1"x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. 8d x 2 %" or min. 10dx 3" #8x 2 ' / :" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Clips Min. %:" width Min. 0.060" thick Clip FAstqners Min. 8d x 1 '/4" Test Specifications Wood Preservers Institute LP — 2 PA 114 Appendix PA 114 Appendix PA 123 PA 123 PA 1.23 See PCA Page 3 of 15 Product Control No.: 97- 1124.16 Product Description Salt pressure treated or decay resistant lumber vattens E Corrosion resistan screw or smooth shank nails E Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. PA 114 Appendix E Corrosion resistant clips with corrosion resistant nails. rrcparca mortar Manufacturer generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. PCA #94- 0401.01 Generic W. K. bonsai Co_ oaga, Roofing Product Control Examiner MONIER LIFETILE LLC Product Control No.: 97- 1124,16 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 /32" or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. Page 9 of 15 ran Zuloaga, RRC Roofing Product Control Examiner MOIr'IER LIFETILE LLC Product Control No.: 97- 1124.16 SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Monier Lifetile LLC Villa, Monier Lifetile LLC Capri & Monier Lifetile LLC Roll, low profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined n this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance to meet or exceed the required resistance determined in compliance with Dade County Protocol PA 115 or PA 127. Tile profiles listed here in have been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of manufacturer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain • quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 9. Fire classification is not part of this aceptance. Page 10 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multipliers - X (ft') Tile X (ft') X (ft') Profile Batten Application Direct Deck Application Monier Lifetile LLC Villa Tile, 0.27 0.29 . Roll Tile, and Capri Tile Direct Deck Batten s Table 2: Restoring Moments 4 ":12" due to Gravity 5 ":12" - M (ft-Ibf) 6 ":12" 7 ":12" or greater Tile Profile 3 ":12" / • Batten s Direct Deck Batten s Direct Deck Batten s Direct Deck Batten s Direct Deck Batten s Direct Deck Monier Lifetile LLC Villa Tile, Roll Tile, and Capri Tile 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 N/A Table 3: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Nail -On Systems Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip With: Approved Eave Clip With: • 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Monier Lifetile LLC Villa, Roll, and Capri Battens 4.10 7.10 22.90 49.10 24.20 34.80 22.10 32.20 Direct Deck 11.80 21.90 25.80 47.10 24.30 35.50 19.00 31.90 MONIER LIFETILE LLC DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 97- 1124.16 1 Data noted in Table 3 is for instal ation with a 3" tile headlap. 2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Page 11 of 15 uloaga, RRC Roofing Product Control Examiner MONIER LIFET3LE LLC DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) Product Control No.: 97- 1124.16 Table 3 -A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -On Systems Tile Profile Monier Lifetile LLC Villa Tile, Roll Tile, and Capri Tile Tile Application Direct Deck New Construction (min. 19 / plywood) Direct Deck Recover /Reroof (min. ' /,Z' plywood) Battens New Construction Two (2) 10d x 3" long nails 67.50 43.00 50.90 I Tile installation with a 4" headlap using two (2) Approved 10d x 3" long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2%" from the head of the tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Monier Lifetile LLC Villa Tile, Roll Tile, and Capri Tile Tile Application Mortar Set . Adhesive Set Attachment Resistance 20.60 86.61 Page 12 of IS uloaga, RRC Roofing Product Control Examiner MONIER LIFETILE LLC PROFILE DRAWINGS MONIER LIFETILE LLC VILLA TILE MONIER LIFETILE LLC ROLL TILE Page 13 of 15 Product Control No.: 97- 1124.16 uloaga, RRC Roofing Product Control Examiner • r - • -..... •- �••� 4- PROFILE DRAWINGS (CONTINUED) MONIER LIFETILE LLC CAPRI 23 DCC. Page 14 of I S 1.741" 0.131" Product Control No.: 97- 1124.16 ■SSOSSOOSSOI* APPROVED SCREW FOR SCREW DATA IN TABLE 3 ga. Roofing Pr'oduct Control Examiner 0.173' . MONtER LIFETILE LLC Product Control No.: 97- 1124.16 Monier Lifetile LLC ACCEPTANCE NO: 97- 1124.16 135 N.W. 20 St. APPROVED : June 25, 1998 Boca Raton, FL. 33431 EXPIRES : June 25, 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Acceptance contains pages 1 through 15. END OF THIS ACCEPTANCE Page 15 of 15 Roofing Product Control Examiner PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Ruberolde Mod /fed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dyr:atec /r Engineering, Inc, Factory Mutual Research Corporation, and Underwriters Laboratories, inc. has been recommended for acceptance by the Building Code Compliance Wileyo be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. /^ / f 1.1 / /7 "". : Acceptance No.: 97- 0804.14 Revises No.: 95- 1003.03 Expires: 11 /06/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS • BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used 'n ade County, Fl ridA under the conditions set forth above. ` Approved: 11/06/97 1 Rau) Rodriguez Product Control Supervisor Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Cate 2 Sub - Category: T ' Su— b-TZ�c PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Membrane Roofing System Built -up Roofing Modified Bitumen APP and SBS Product Control No: 97- 0804.14 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manu41 published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. • Contact: William J. Woodring Director of Technical Services (973) 628 - 4134 Page 2 of 61 ' : .._ Frank Zuloaga, Roofing Product Control Examiner Insulation Types: Wood Wood Material Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Material Design Pressure :. -75psf Maximum Fire Classification Classification Class 'N Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. • Page 3 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner Membrane Type: SBS Deck Type is Wood, Non - insulated New Construction or Reroof Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Membrane: Surfacing: Product Control No: 97- 0804.14 ' GAFGLAS® #75, GAFGLAS #80 Mime' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPlyTh' Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 '/ tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional) One, two, or three 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 IbsJsq.. . One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq.. Or, • One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lbisq. respectively in a flood coat of approved asphalt at 60 Ibisq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 Ibisq. + 15 %. Maximum Design Pressure: -45 psf (See General Limitation #7) Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 2 " :12 "; See General Limitation #3. Specification No.: Page 22 of 61 Frank Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto-Dade County Protocol PA 105. If F as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto-Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275•1bf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FIexPIy 401) and Ply 60 when used as a mechanically fastened base or anchor sheet. 4. 1/2 Type X gypsum board is acceptable to be installed directly over the wood deck.. j4 Page 57 of 61 Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS Page 58 of 61 Product Control No: 97- 0804.14] 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be Iimited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated Ls used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these docuinents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Zuloaga, Roofing Product Control Examiner Page 59 of 61 • a 10 Product Control No: 97 0804.14 7 Perimeter and corner areas shall comply with the P Y enhanced uplift prtssu:c of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane.. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 1 0 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force. (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flh point. types and temperature ranges shall be in compliance with Subsection 3403.4 a�3 of the South Asphalt ( Florida Building Code. )( ) 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 rank Zuloaga, Roofing Product Control Examiner Product Control No: 97 0804.14 14• All standard panel sizes are acceptable for mechanical pmt, panel size shall be 4' x 4' maximum. 15 In re- covery/re - roofing applications, prior to the application, all existing roof surfac bonding substrate shall be tested in compliance with Metro -Dade County P es used as a uplift resistance. Test pressures shall be calculated in compliance with toc tth l e Pw i n2 d 4 ad requirements of Chapter 23 of the South Florida Building Code to the design load gn pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in co Section 3401.10(m), (n) of the South Florida Building Code. mpliance with 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in con approved adhesives may be used prior to the application of the insulation a e roprietary or 19 Consult current Underwriters Laboratories Directory for the appropriate roofing assembly to obtain the required fire rating. The assembly hall be coating n ach strict compliance with sections 3401.5 and 3401.6 of the South Florida Building or maximum fire classification. g Code for 20 The maximum designed pressure limitation listed shall be applicable to all roof pre zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall bssure permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended be corners, and corners). (When this limitation is specifically referred within this NOA , General Limitation #7 will not be applicable.) Page 60 of 61 Frank Zuloaga, Roofing Product Control Examiner G • ROOF COVERING MATERIALS (TEVT) - ROOFING SYSTEMS (TGFU)— Continued Base Sheet (Optional): One or more layers Type G1, 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 gat/sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 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 Type G1. 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: Karnak No. 97, 1 -1/2 - 3 gat/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, isocyanurate, urethane, perlite / isocyanurate composite, pertite/urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, 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). 0 7. Surfacing: Gravel Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers pertite, 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 G1. 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: Karnak No. 97, 1 -1/2 - 3 gat/sq or graveL S. Deck' NC ,.. Incline: 1/2 Insulation: One or . more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane .. ' composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type GI, 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). 9 DS 15g: "AL MB Aluminum Roof Coating" at 1 -2 gal/sq. O Insulation Incline: 1/2 (ptional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, pertite/isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. ray Sheet One or more layers of Type GI "GAFGLAS Ply 4 ", hot mopped In place. y t YP Membrane: "Ruberoid Mop FR" (granule), u+rtacn9 (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or 3 GAF Weather Coat Emulsion at 3 gal/sq. 0. Della C -15/32 IInuLeatlon (Optional): One or more laye perlite, glass fiber, 3/4 in. so4yanurate, urethane, perlite /isocyanurate composite, perlite/ irethane composite, phenolic, 1 -1/2 in. min. opped or mechanically yfastened pe placeAFGLAS #75 Base Sheet", M eet One or more layers of Type G1 "GAFGLAS Ply 4", or "GAFGLAS t y Ke6i mopped in place, Ruberoid Torch FR' (granule). ll y ►c 1ng ( (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or C- at 3 gat/sq. tti o f ' Ls ocyanurate, 2 in. min., wood n fiber 2 pertite or glass fiber, th iess, hot mopped or mechanically fastened in place. Joints 6 in -ou ,, b i t m et One or more la of Type G2 "GAFGLAS #75 Base Sheet ", 1p ppped or mechanirall r t (Optional: y fastened in place. One or more layers of Type GS "GAFGLAS Ply 4" or �� k�,,.. mopped rn place. S "Ruberoid Torch FR" (granule). By pbonal): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or Coat Emulsion at 3 gat/sq. ' T Lt:N. ROOFING SYSTEMS i u∎ connnued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanicaUy fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanicaUy fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6", hot mopped in place. Membrane: "Ruberoid Torch FR' (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, pertite, 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 in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: 'Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gat/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 layers of "GAFGLAS #75 Base Sheet^, hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Pty 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 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 in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). eck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, pertite/ 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 -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline Insulation (Optional): Perlite, fiber glass, wood fiber, 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 G1, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): 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 -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. any thickness. Base Sheet One or more plies G1 or G2, hot mopped or adhered with Karnak Chemical Co. 'No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR' (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet "GAFGLAS #75" (Type G2), mechanically attached. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 135 Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 14,..6a-T, 26 1� 51 , 76 2 27 �k ` 52 P 1 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 R3 84 9 34 59 10 35 60 85 11 36 61 86 12 37 62 —� 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 Owner's Name: A( FONSO 4G.kaF- Job Address 1 t 8 . 0 ■, E. q Z ST. , MI A u-,t Roofing Contractor: Type of Tile: Ct) SF Approximate Roof Height 1 " feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof: 2100 ft Required Testing Force: 35 lbs. Date Tested: I . (3 • OD IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPO S BY: Civil Engineer: g Lab Certification # 98- 0608.04 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 P.E. State of FL Certificate Authorization # 4100 SITE SPECIFIC INFORMATION Testing Equipment: Chatillion 100 ✓ Ladder TEST RESULTS P = PASS, F = FAIL 14 )cv Permit #• y7o7 Project N2 9004C0 Date Installed t 42 % • 00 e0/-e te - v: .-- D Roof Pitch 3 ��2. 1 Z Other KETCH OF ROOF �m:■■ra■ ■■ r■■■■■um■■■urr ■ MNI►e!rM■■■■■■iu .� AIVAMMENIWAILIMMEMEIMMEM ME1■1■i1■•■■111■•■■■E �■■■■■i■■■■II■■■■U■!�■r� _ • MEM' 1.4 Iui 1II111i11l1: i■ ■■ ■I ■ ■■ Eu 111111/�! ifl1■■ flhiIHiPiH5i «'morr momahlo G NOTES JOB 11ti i• 41ZSt, SHEET NO Z• OF Z CONTRACTOR CHECKED BY DATE SCALE Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address �j�,� 18, Registered Architect and /or Engineer .. ... ..... .... .:... „,.,.....: .,:.,.,,- n..... t on: Name and address of licensed contractor.. Locationjnd legal description of lot to be Lot / Block Street and Number where work is to be done MIAMI SHORES VILLAGE — BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT State rk to be done and purpose of building (by floors). j oaf- Date.... 19 .2 Z. ... No.. /I Street. - Subdivision ..... 77Q/4_ e et z y .e 2 and for no other purpose. New Bui!ding Remodeling Addition Repairs !O No. of Stories / To be constructed of Kind of foundation Roof Covering.. .1,94.....4 .. Estimated Total cost of improvements $ 3 0 0 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 pennit 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 pennit; 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 subcontrrgctors, on work to be rformed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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.. '2 'T Date / Read, Sworn to and Subscribed before me. Disapproved (Signed) �� .... Date. ._..., Building Inspector Notary Public, State of Florida My Commission Expires r emr.( -7_- to me well known, PLANNING BOARD DATE Chainnan Member Ucrnber _ Member Member ...... _- •-.-- --- - -_ •_ --_ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspetiinn or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of 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 Address -- PG3 K ( �r rin_ No 7 Street At C • 71st. Registered Architect and /or Engineer Name and address of licensed contractor r ( 7e a Location and legal description of lot to be built on: J Lot Block Subdivision Street and Number where work is to be done /ANA_ A/• t �� ) S t t 1 State work to be done and purpose of building (by floors) Le. 7 a a ''. and for no other purpose. New Building x Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 7 9 6. 0 0 Amount of Permit $ 5% O 0 Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all 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 : nployed by him in the work to be performed under this permit; and will post or cause to be posted for inspection n th site of the wor. such public notice or notices as are required by the Act. The undersigned agrees to employ only such s ; .ntra• • s o /work to b 1 p formed under this permit, as are licensed by Miami Shores Village. Remarks (Signed). STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 3 1- Date Permit No Disapproved (Signed) Dae . 4 ,11 g t • s fp 1, ing Inspect.r Date n e y 1"lf'q c 7 s - / N 1✓. 79J7` . Read, Sworn to and Subscribed before me. SA. Notary Public, State of Florida Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspec ' Tee of $1 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials an r workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot D PERMIT IV? 13373 u V Work to f c MIAMI SHORES VILLAGE. FLORIDA DATR » / '`) ' I be performed under this Permit B1. l r • CONTRACTOR OR BUILDER Signed: Subdi- vision Value of Project '794 A C+ Contractor's License No M Amt. of Permit A L This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances i pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance 411 such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whetI er shown on the plans or drawings or in the statements or specifications anjthat he assumes responsibility for work done by his agents, servants or employees. IN ' CTOR In consideration of the issuance to Inc of this permit I agree to pe ni 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 responsibi ity for all work done by either, myself, my agent, servant or employee. 7 * r' APPLICATION FOR BUILDING PERMIT Appheation is hereby made for the approval of the detailed statt:u,ent in tote plans and specifications herewith submitted for the build inc or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Mtsrni Shores Village, Florida. and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Wif 11>`° Owner's Name and Address .� l l�.Q. .1 .1....1 .1.. No. .. ............. »_... Street_............._ Registered Architect and /or Engineer Name and address of licensed contractor Location and 1 gal description of lot to be b` ill on: Lot { { Block Subdivisi .. . � .._ // � `r_ST 3 Street and Number where work is to be done __..... _..� __.. �..._...._ Z � State work to be done and propose of building (by tloors)..._ ..._ A' ' I hereby s be sent to. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT ► , hnadc-0r‘‘ ��1� tInc N '0"`Zr 3 7 \-:: a • Repairs New Building Remodeling Addition To be constructed of Kind of foundation _. Roof Covering Estimated Total cost of improvements $ (.0' Isla ) (2) Amount of Permit i _ 2( 0 ° Zone cubage required Plan Cubage Distance •to next nearest building.. Size of Building Lot Maximum live load to be borne by each floor and for no other purpose. No of Stories the plans an d specifications for said building. All notices with reference to the building and its construction may The un,lrrsicncd applicant for this building permit does hereby crrtify 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 nonce or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks. .._ (Signed) STATE OF FLORIDA, COUNTY OF DADE. is. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take scknowledgmenu, personally ap- peared ..___.._. _ ............_ Disapproved Date (Signed) Building Inspector PLANNING BOARD Seib + k. Notary Pir�51i �,$tate Af Florida., riy My Commission Fpapiseslwt.Lux • DATE Member Member Member _.._.. .. .to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein• by him stated are true. Permit No..___ Date ' Reid, Swornto and Sub ri bdi�o a ate. Citairnnan Mcrr,ber Member .. .. _....._..._._ Council Approved Date Disapproved Date NOTE: A c•h.trge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the I'l.utnir.g Huard. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection 01 faulty materials and /or workmanship.