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RF-10-426r Inspection Number: INSP- 140880 Permit Number: RF- 3- 10-426 Scheduled Inspection Date: April 20, 2010 Inspector: Bruhn, Norman Owner: SOCCORRO, RICARDO Job Address: 10025 NE 3 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: ZARA INC Building Department Comments Passe fr-,G; Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 19, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060135340 Phone: 305 -856 -6123 Page 27 of 28 RE: Permit # RF 0 3 -10 - 042 6 License #: CGC 0 0 3 5 6 7 Signature State of Florida County of Dade: Notary Public, Sate of Florida at Larse Wtiame s' N4Veotastateme 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT DATE: 04/06/2010 1 JORGE ZARAGOZI , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector On or about 04 / 0 6 / 2 010 8 : 3 0 AM , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at 10 025 NE 3 AVENUE (Complete Job Site Address) Based upon that ex +m n ation I have determined the installation was done according to the Hurricane Mitigation Retrofit l al (Based on 553.844 F.S) The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 6TH day of APRIL, 2010 e . ' amanitha A &Cann sit :iii i lComrnissiontD05 978 B 10 aitt *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Project Address 10025 3 Avenue Miami Shores, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 1132060135340 Block: Lot: RICARDO SOCCORRO 10025 3 Avenue MIAMI SHORES FL 33138 -2411 ..... ,a,,»ymas�rcq>j* Valuation: Total Sq Feet: $ 3,000.00 825 Type of Work: Re Roof Additional Info: ROOFING Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $250.00 $9.00 $2.40 $263.80 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy April 09, 2010 Expiration: 10 /09/2010 Pay Date Pay Type Invoice # RF -3 -10 -37307 04/07/2010 Cash 03/16/2010 Credit Card Amt Paid Amt Due $ 213.80 $ 50.00 $ 50.00 $ 0.00 Applicant RICARDO SOCCORRO April 09, 2010 Date Available Inspections: Inspection Type: Final Roof Tin Cap Roof Review Roof in Progress Renailing Affidavit Cap Sheet 1 PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -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. Space above reserved for use of recording office 1. Legal description of property and street/address:LOTS 13 & 14, BLK 39, MIAMI SHORES SEC 1 AMID, PB 10, PG 70 10025 NE 3 AVENUE, MIAMI SHORES, FL 33138 -2411 2. Description of Improvement:RR. -ROOF' 3. Owner(s) name and address:' RICARDO SOCCORRO 10025 NE 3 AVE MIAMI SHORES FL 33138 - 2411 Interest in property: OWNERS , FEE S IMPLE Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. ZARA Incorporated, 420 SW 18 Terrace, Miami, FL 33129 -1021 (305) 285 -1698 5. Surety: (Payment bond required by owner from cont F; yFLQRIDA, COUNTY OF DADt Name, address and phone number. ti ,3 {. ; ,,, •,,, .• a :.� :.. team - - Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Ova r Section 713.13(1)(a)7., Florida Statutes, HARVEY RU Name, address and phone number H H 8. In addition to himself, Owners designates the following person( to receive a • py of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: May 5 , 2010 the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE,OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NO E OF COMMENCEMENT. Signature(s) of • e • •, ' j,: A Prepared 0 /- Print Name sC.A+2GV3 0,0,06 Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f. ,,,tf • oing instrument was acknowledged before me this • B / ail In • ;dually, or as for ID Personally known, or . produced the following type of identifi Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. wner(s)' Authorized Officer/Director/Partner/Manager who signed above: Signatu By NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION GS 123.0142 PAGE 3 10109 TAX FOLIO NO.11- 3206- 013 -5340 , p r oc • i . _ 11' 1 11111111111 111111111111111 111111111111111111 CFN 20108 X23639;3 OR Bk 27244 Fs 2381; (fps) RECORDED 04/09/2010 10 :32:09 HARVEY RUVIIi CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST F'AGE rector/Partner/Manager Prepared By Print Name Tftle/Office . �s .: • 15 th day rch . 2010 O1 .1 t•- e' 1111 jro "�.�21A1�8 8 io • - "f'_A'?'' r ►10 Jorge Zaragozi Prepared by: 420 SW 18 Terrace Miami, FL 33129 -1021 By BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING r(4. Owner's Name (Fee Simple Titlehold r) CM - stri . 01 0 Phone # (, (SS) �/{ $1 % Owner's Address /D e S /tE City a 6413 �Es State Zip 3b/ - ?1 1 Tenant/Lessee Name Phone # Email /r■1 /Q Q d /, a,j,,i Job Address (where the work is being done) /001:74 aS /v . .394104W City Miami Shores Villa l e County Miami -Dade Zip may/ 38 - // FOLIO / PARCEL # 1/ ...5,a - a /3 - S 3ll0 Is Building Historically Designated YES NO Contractor's Company ame = Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. r p, Master Permit No. pal@gWlEn R j6')1r BY Flood Zone Phone #(. 9- -421q 1 Contractors Address [,u /8 4 City State Zip �' o -1024 Qualifier Veffrp Phone # 799.-47.1 State Certificate or Registration No. Certificate of Competency No. Contact Phone („„:4 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 3 , £ - Type of Work: QAddition ❑Alteration Describe Work: Radon $ Linear Footage Of Work: g( ew )4 Repair/Replace ❑ Demolition ******** * * * * * * * * *** * * * * * * * * * * * * * * * * * * *, F * * * * * *** * *** * * * * * * * * * * * * * * * * * ** CCF 9. Submittal Fee $ Permit Fee $ O ��o CO /CC $ Training/Education Fee $ 0 • (Q0 Technology Fee $ a ' t Notary $ Scanning $c '00 Double Fee $ Structural Review. $ Total Fee Now Due $ P13'60 DPBR $ Bond $ Violation date: See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City 'e" State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State _ Zip Application is hereby made to obtain a permit 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, PLUM BIN G, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANICS and`AIR COND1 i 1ONERS, ETC 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. Signature NOTARY P LI Si Print: My Commission E APPROVED BY "WARNING TO OWNER: YOUR ° FAILURE TO RECORD °A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien 1' '4 brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of o mencement must be posted at the job site for the first inspection - OjcJJ occurs seven (7) days :after the,building permit is issue ` k ` tie' absence of such posted notice, the inspection will not be approv cl and a reinspection fee will be charged. Owner or Agent The forego' g instrument was acknowledged before me this tea The foreg day of [ ,20 10_, byA06 ' 1p day of who is ersonally known to me r who has produced wh As identification and who did take an oath. (Revised 07 /10 /07XRevised 06/10/2009) Commission $ D0%7Q78 Expires August 22, 2010 Bond d Troy Fain instant ki INCI4 71111 7 Plans Examiner Zoning Engineer Zip Signature Sign: Print: My Co Contractor went was acknowledged before me this 2010; by NOTAPUBLIC: or who s produced as identification and who did take an oath. mantha A. McCann fission # _ kPires August 22, 2010 Bonded Troy Fain • inseam tno, 600465 18 Clerk checked ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FI 33138 Re: Owner's Name: JORGE RODRIGUEZ & RICARDO SOCCORRO Property Address: 10025 NE 3 AVENUE , MIAMI SHORES , FL 33138-2411 Roofing Permit Number: Dear Building Official: RICARDO SOCCORRO certify that I am not required to retrofit the roof to wall connections of my building because: In The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Name Votes `Jimige Se4 2,04stmeat 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 OWNERS'S AFFIDAVIT OF EXEMPTION RICARDO SOCCORRO Print Name Date:3/ / { - The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this/ day of a" antha A. McCann Commission # DD887978 1_ _ _ P ` i 2010 Notary Public, Sate of Florida at Large LI 4m, rtere8 August 22, • 1 * When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,916 Lot Size: 11,500 SQ FT Year Built: 1950 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 13 & 14 BLK 39 LOT SIZE 100.000 X 115 OR 18100 -0185 0398 1 OR 18100 -0185 0398 00 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $119,071 $50,000/ $118,903 County: $50,000/ $119,071 $50,000/ $118,903 City: $50,000/ $119,071 $50,000/ $118,903 School Board: $25,000/ $144,071 $25,000/ $143,903 Sale Date: 3/1998 Sale Amount: $136,000 Sale O/R: 18100 -0185 Sales Qualification Description: Sales which are qualified View Additional Sales Folio No.: 11- 3206 - 013 -5340 Property: 10025 NE 3 AVE Mailing Address: UORGE RODRIQUEZ & RICARDO SOCCORRO 10025 NE 3 AVE MIAMI SHORES FL 33138 -2411 Year: 2009 2008 Homestead: $25,000 $25,000 nd Homestead: YES YES Property Information Map Property Information Map Digital Orthophotography - 2007 This map was created on 3/15/2010 4:54:38 PM for refer Web Site © 2002 Miami -Dade County. All rights. " =rued. My Home Miami -Dade County, Florida urposes only. Summary Details: Property Information: Assessment Information: Taxable Value Information: Sale Information: Page 1 of 1 on: http: / /gisims2.co.miami- dade.fl.us /myhome /printmap. asp? mapurl =http: / /gisims2.miamidad... 3/15/2010 ■■■■ ■■ ■■ ■ ■■■ ■■■■■■t■ ■■■■■ ■■ ■■M ■ ■ ■ ■M ALiMMMM ■MMMENMOMIMMEM i ■� M ■ ■mMM MM ■MMMM■ MMOMMINIM OMMEMMEM ■ ■ ■ ■M ■ ■M u•utuums ■M ■M■ ■ ■M WOMMEMMI IMMEMMEM A•RMM ISM ■MM■M■ ■■ MM ■■ ■■■ p� " 1 ql'�Z ;"� ix.lo a EC4 e M ■M ■i ■MM M■ ■ ■■ ■ ■M m 1a E; r5 MM■MM� ■M ■M■■ U ■ ■ um ■■ MN ■MCt I ■M■M■MMM; ■ ■M■N ■M ■! �n M■ ■ ■ ■ ■ ■ ■ MMMMMMM■� M ■MMMMMMM ° ° I MM■MM M�MMMMMMI M ■MMMMMIU ■MMMMM■MM` a`¢ ■MM■■MMMM MMM ■ ■ ■ ■ ■ ■ MMM■ ■■MMM- M ■MM ■M■MM ■M■ ■MM ■ ■M x ■ ■M■M ■■■M ■MMe ■MMMM MOMEMMOMMEMMOMMMOM M ■■ ■MM■ MM MM ■M■MMM■ MM■■ MM ■■ MmM ■�MMM■ M ■M ■M MM M■ M■Muu■ MM M MEOW NM mommommm MM■ ■■mu ■■■MMMM ■ MMMMM■MM■ •A ■ u ■ uf�uuu aau MMEMEMMM■M OMMOMMEMO OMMINOWIM NYARMINMEEMS OKOMMOMMUM UM= MMf ■■MMM/IMMI MMUMMINIMME ■u ■ ■MMM MM■ IMENIMENOM MMOIMMEMERM a■■MMMr■M■ MM m MlMMEMMi a M TINUMEM MA MAPMENNUMM naMMMAIAM EMENOMMEIM !! Master Permit No. Pro ss;NAi ^ I G D F PT ZARA INCORPOR, EDn- Contractor's Name Job Address 3 Low Slope ❑ Asphaltic Shingles ❑ New Roof Low Slope Roof Area (SF) 825 10025 NE 3 AVENUE ! :1 Florida Building Code Edition High Velocity Hurricane Zone Uniform Permit Applicatigr Fpf,M°. Section A_(Ge - fal information) "v1 am Shores Villaoe ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal PaneVShingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) — 0 �L,o fez 'foe tr BY =CT 1 Ci: MPI.IANCE WITH ALL FEDERAL Total (SF) Section B (Roof Pian) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow drains. Include dimensions of sections and levels, clearly Identify pressure zones and location of parapets. ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes 825 NO GAS STACKS NO MECHANICAL WORK Al Na ; LA IONS overflow scuppers and dimensions of elevated 41AR 1 DATE GB Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Fill in Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, identify as "NA ") System Manufacturer: GAF MATERIAL CORP NOA No.: 0 7 - 1 2 1 9 . 0 9 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 49 .4'max2: 82 . f'max3: -124 .3 Max. Design Pressure, From the Specific NOA System: -52.5 Deck: Type: CDX PLYWOOD Gauge/Thickness: 5 / 8 " Slope: 1.5 " : 12 " Anchor/Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: N/A MIN Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A Base insulation Fastener/Bonding Material: N/A Top Insulation Layer. N/A r. Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N /A Surfacing: N Section C (Low Sloped Roof System) Base Sheet(s) & No. of Ply(s): #7 5 BASE SHEET (1) Base Sheet Fastener/Bonding Material: 1.25" RS NAILS W/ TIN CAPS Ply Sheet(s) & No. of Ply(s): GAFGLAS PLY IV (2 ) Ply Sheet Fastener/Bonding Material: HOT ASPHALT Top Ply: MINERAL SURFACE CAP SHEET (1) Top Ply Fastener/Bonding Material: HOT ASPHALT Fastener Spacing for Anchor/Base Sheet Attachment Field: 9 " oc @ Lap, # Rows 2 @ 9 " oc Perimeter: " oc @ Lap, # Rows @ 6 " oc Corner: 6 " oc @ Lap, # Rows 4 @ 6 " oc Number of Fasteners Per Insulation Board Field N/A Perimeter N/A Corner N/A Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indite e: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Parapet I Hoight ef Mean Roof Height I 1524.1 As it pertains to this section. It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that thetem has been explained. I. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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 own and the contractor. °. ✓i 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re' =sled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zone). (The of deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between ne boring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing ntractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking ca 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. This provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate in low -lying areas of the roof). Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until original roofing system is removed. Ponding conditions should be corrected. e SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 6. Overflow Scuppers (wall outlets): It is required that rainwater flows off so that the roof is not rloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this scharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install scuppers in accordance with the requirements of the Florida Building code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural air flow through the int`or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be r= • uced. It may be beneficial to consider additional venting which can resul in extending the service life of the roof. Property Ad (20,- nt's Signature £ �' ress Permit Number nature M IA M 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 AHJ (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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built - Up 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 and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. MADE NTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19/ or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: FireOutTM Fire Barrier Coating, VersaShield ® Non- Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENTo EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat- We1dTM Smooth or RUBEROID Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; GAFGLAS Ply 4, GAFGLAS Flex PIyTM 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 PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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. r re 4_' e d_i GAFGLAS Flex PIyTM 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) 1 es n GAFGLAS #80ULTIMATM, RUBEROID RUBEROID Mop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Dri1I -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac 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 -TecTM 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 -64 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac 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. mum Des ; n Pressure — 75 sf See General Limitation #7) ULTIMA, RUBEROID MOP o • r "1 : (i 2 i a u ere ' in a mopping of approved asphalt applied within the EVT ran e and at a rate of 20 -40 lbs. /sq. Maximum Design Pressure: See Fastening Above 0 e , ly of GAFGLAS Mineral Surfaced Ca. Sheet (Option GAFGLA v. ner ap ,. �.,. -� a: `,� :�� a ~� afull mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. (Optional, required if RUBERO1D MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400lbs. /sq. and 300 Ibs.sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCoteo roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /a" Dens DeckTM or 1/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing 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- 401bs. /sq., 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 12 lbs./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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 4. Deck: NC 5. Deck: C-15,12 Base Sheet: Ply Sheet: — Cap Sheet: 6. Dek: NC Incline: 1 Class A Deck: C-15112 Iodine. 3 Insulation (Optional): — One or :nlrc layers perlite,W4od iber, glass blet, tmecyanurate, urethane, perlite/isocyanurate comNiite, pt.rl.te/urethane composite, wood fibertisocyanurate composite, phenolic, any thicknesr. Ply Sheet: — Three or more layers Type GI "GAFGLAt; Ply cr " Ply 6", hot mopped. Surfacing: —Gravel. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlitdisocyanurate composite, perlite/urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G "GAFGLAS Ply 4" or "GAFGLAS Ply 6. Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" Deck: NiC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlitefisocyanurate composite, perlitdurethane composite, wood tiberiisocyanurare composite, phenolic, 2 in. max Ply Sheet: — Two or more layers Type 01 "GAFGLAS Ply 4" or "GAfGLAS Ply 6'. Cap Sheet: — One layer Type G3 "GAFGL.AS Mineral Surfaced Cap Sheet'. Incline: lf12 Insulation: -- One or two layers "Isotherm R", 4 .in, max, hot mopped. Ply Sheet: — Anv LIE. Classified gravel surfaced Class A. asphalt glass ; mat system. nonal): — Red rosin ape , nailed to deck. One ayer ype 02 "GAF S 475 Base Sheet" (may be nailed). One or more layers Type GI "GAFGLAS Ply 4" or GAFGLAS Ply 6" — One layer Type 0-3 "GAFGLAS Mineral Surfaced Cap Sheet". Incline: 3 BAR Sheet: — One !ayer Type 02 'GAFGLAS .t75 3ase Sheet". Ply Sheet: — One or more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheet: -- One layer Type G-3 "GAFGLAS Mineral Surfaced Cap Sheet'. p:.. u coralegi-'oiniX VV:templatei1[SEXT71FRAME'showpage.hzni?name i 1.'13/2002 NAME STRE CITY STATE FL TELEPHONE (r) 7 FAX SCOPE OF WORK JOB LOCATION ❑ Tile attache•. LI Mechanically One Iaye / #43 base sheet I consider the above prices, specifications and conditions satisfactory. I hereby accept the propo be made as outlined above. All amounts will accrue 1 /% interest per month. Date of Acceptance: 1 Owner's Signatu PROPOSAL SUBMITTED TO FT Par ■2I Layers of fiberglass ply felt set in hot asphalt Install one layer of : X Mineral surface cap sheet ❑ Insulation ❑ Paint aluminum on surface for sun reflection. ZARA INC. General Contractor Jorge Zaragoza / Qualifier / State General Contractor License Nos. QB0010919 / CGC003567 MIAMI FLORIDA Tel 7 # • zarainc @bellsouth.net PROPOS # 3 47S- a-0 /0 DATE q 9 a/ ❑ Ruberoid /Modified top ply ❑ NEW ROOF ❑ REPAIR REROOF ,i1Take off existing roof down to workable surface, and dispose of debris. ❑ Replace up to lineal feet of roof rotten wood included in contract price. Any sheathing exceeding the allowed amount will be charged $ per lineal foot additional. Fascia to be replaced at $ per lineal foot. Rafter ends to be repaired at $ per lineal foot. ❑ Install layer of asphalt saturated base sheet mechanically fastened/loose -laid LI All soil stacks /plumbing pipes protruding through the roof shall receive new covers. ❑ Install new 26'124' gauge galvanized metals on overdrips, valleys and gravel stops & metals. ❑ Install new fiberglass shingles, fungus resistant for years, color to be owner's choice. ❑ Install one layer of #90 surface slate set in hot asphalt. ❑ Foam Adhesive ❑ Mortar Natelreki ( - year(s) contractor warranty on labor, manufacturer warrants materials. LI all material is guaranteed to be specified, and the above work to be performed in accordance to specs' ications submitted. Work shall be completed in substantial workmanlike manner for the sum t off $ .5 Q n with payments to be made as follows: �6 La @ acceptance of proposal/contract @ start -up and mobilization @ tin cap inspection approval @ #90 dry-in inspection approval anfJZ@ Final Inspection/Approval Job Completion NOTICE TO OWNER YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO THE THIRD BUSINESS DAY AFTER THE DATE OF THE TRANSACTION. SEE ATTACHED NOTE OF CANCELLATION FORM FOR EXPLANATION OF THIS RIGHT. CONTRACTOR MAY HAVE LIEN ENFORCED AGAINST THE PROPERTY. CONTRACTOR WILL USE ESCROW OR POST BOND FOR DOWNPAYMENT, ADVANCES, AND ANY PAYMENT RECEIVED PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK MI material is guaranteed to be as specified. All work is to be completed in a workmanlike manner according to standard practices. Any alteration, deviation or addition from the above will involve extra cost and will be executed only upon written work order from the owner, and you must carry fire, tomado and other necessary insurance for the above work (right of subrogation waived). We vill provide Public Liability Insurance. You, the owner, will be responsible for all legal expenses that may occur or emerge In case of litigation or dispute over any aspect of this contract. ACCEPTANCE OF PROPOSAL I, the owner, understand that upon endorsement by Contractor, the proposal will be considered accepted and become binding on Contractor and Owner under the terms and agreements as outlined in the proposal. Representative's Signatur Owner's Signature: specifications and conditions must be approved by Contractor's endorsement below: Date: ikrAra/ 0 u, the - = or, are authorized t do the work as specified. Payment will