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RF-11-1011 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 8901 NE 4 Avenue Road Miami Shores, FL 33138- 1132060460660 Block: Lot: SHORES VILLAS CONDOMINIUh Owner Information Address Phone Cell SHORES VILLAS CONDOMINIUM 8901 NE 4 Avenue Road MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone ALL CONSTRUCTION & DEVELOPER: (786)768 -4330 Valuation: Total Sq Feet: $ 7,500.00 1500 1 Type of Work: Re Roof Additional Info: RE -ROOF SHINGLE AND FLAT Classification: Commercial Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $4.80 $4.13 $4.13 $1.60 $275.00 $9.00 $6.40 $305.06 Pay Date Pay Type Invoice # RF -1 -11 -39859 01/26/2011 Cash 01/20/2011 Cash , Amt Paid Amt Due $ 255.06 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet 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. January 26, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date January 26, 2011 1 • -L 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. ( I I BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING MC JAN 202011 P B Y:- Master Permit No. VkiatftkorbiC,- 1-kc6t, (3-\,cas OWNER: Name (Fee Simple Titleholder): T /1.C. S1 -k)((4 1i l(UQM (.)(%t • ( 44JC • Phone #: /J`A E'2 ' 7 y�� Address: S 901 (J 4" . ,4L %w d City: b-{, S Nl State: r( Zip: 331 V Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: C L.0 b 415 Ocle U te. 5 lie312A V t t I/4 6),1D , 1440C . Miami Dade Zip: City: Miami Shores County: Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Compan Name: Address: fit- S City kt i I.J A NO '' Flood Zone: Phone #: ('7) 0191/6:3-- 1!"t'•' Zip: 4.73`34 °' Phone #: Co/dile/CAM/ Ot-Ve /OP-C- State: 146 h^ cift- �.. — Qualifier Name: 1-,{ttorc Ci a (pi'1 State Certification or Registration #: C C /'32 O / 93 Contact Phone #: () 1416 ' a j6S- Email Address: Certificate of Competency #: 43734/9 riVetS lrue, cow DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ T1T93 Square/Linear Footage of Work: Type of Work: DAddresc: DAlteration Description of Work: New ORepair/Replace 6� P ODemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ cfi.S / • �✓� Bonding Company's Name (if applicable) Bonding Compaq's Address City 1 State Zip 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, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BO1T.FRS, HEATERS, TANKS and AIR CONDMONERS, 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. "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 4 cons rn,to the issue Ft amgp-Ymit with an estimated value exceeding $2500, the applicant must promise in good faith thci t'. 1 °`o1 ieNOtitireeupiieo atfibPo di whose property is subject 4: iitklyiebrecniasismeificsiabninfl for the first insp. -ction w �seve601iis#*r78t'n6bui 499 rn a onill oz be app ed construction lien law brochure will be delivered to the person re recorded notice of commencement must be posted at the job site ling permit is issued. In the a,ce of such posted notice, the ,.z cpego g instrument was acknowledged before me this 1 3 y 4 ) , 20 6 I , gOsisopeTabnally z C L a co NOTARY. PUBLIC: Owner o Agent As id Sign: / A-444- Print: 1-{ &.Ai °� o 1468131,64jsk8Yeil altlit ,,�rFOi`oP� Commission # DD 781906 ''nu,u" Bonded Through National Nota y Assn Signa,.•e Contractor The foregoing instrument was acknowledged before me this 13 of ,20 ,by o is personal no as4 0. NOTARY PUiP C : ,c''/o My Commission Expires: J APPROVED BY /1 .2a )Z (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review MARIA E CRESPO Wialiflicuilt141figtoutftttbda • = My Commission Expires Jul 12, 2012 ,q'�a' Commission # DD 781906 ��' .t n ,a'��, Bonded Through National Notary Assn. Print: G. 41 i tt 4 C'_ My Commission Expires: vaal. / p)- Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION 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 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name:' S+ -IOrS0 I! 4 . rtu) Date: Property Address: 3'G 0 1 fa_ 4 fit t!-vE. ?-c1 (C /u Roofing Permit Number: Dear Building Official: I ( .os03 CD L Ty certify that I am not required to retrofit the roof to wall connections of my building because: pd The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions o 1994 edition of the South Florida Building Code (1994 SFBC) 6C1'A'O001c1RTE- ignature tchrir Print Name P it State of Florida County of Dade 1'uu � Xawef Rueda Palaclos tj COMMI$sIoN # Dos44984 ,,,' o�� EXPIRES: DEC. 08, 2013 'a° ",!e��``� WWW.A RONNo7ARY.COm The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this 2.,0 day of J A PUc rr Notary Public, Sate of Florida at Large • 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. Revised on 5/21/2009 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FLORI 1 HEREBY CERTIFY THE UNDERSIGNED hereby gives notice that improvements will be mad property, and in accordance with Chapter 713, Florida Statutes, the folio is provided in this Notice of Commencement. 1111111 1111111111 1 111111111111111111111111111 CIF14 201 1 8005 5-954 OR Bk 27565 Ps 1399; (Iss) RECORDED 031 /26/2011 09:31:51 HARVEY RUVINv CLERK OF COURT MI AM I -DADE COUI4TY r FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: 6/"4 5111304 Ut1i144 C69.4- t C-• ANN 0 6 , )-1 Oki $ A.Aft0 f 1 3313/ 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 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, address and phone number r 8. In addition to himself, Owners 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, address and phone number 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) 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 SUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By Print Name Title /Office I ner(s) or Ow rsd t.C1, Ar ) A "Ni a, horized Officer /Director/Partner /Ma Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY • MIAMI -DADE The fors.oing in trumet t was acknowledged before me this 2'f By ually, or ❑ as Personally known, or oduced the following type of ident Signature of Notary Public: Print Name: (SEAL) icatio Hager YA-W /�r� iE�1lV`a!1s� / =oar AtEJANPRA BRITS Z2 /1 u 'c - tate of Florida VERIFICATION PURSUANT TO SECTION 92525 FLORIDA S ATUTES 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. 7 Signatur s) of Owner(s),�r Owner(s)'s Authorized Officer /Director /Partner /Map( ger wl�o� sign gd above: By By 4 Permit No: 11 -101 Job Name: January 20, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be reviewed and approved by Miami Dade County DERM. 2) Permit application requires the job address. 3) Provide a fire directory listing page for the shingles and flat. Firedirectory for flat is. incomplete. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 11 -101 Job Name: January 20, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be reviewed and approved by Miami Dade County DERM. 2) Permit application requires the job address.— C1X7 -tt*i -- 3) Provide a fire directory listing page for the shingles and flat. Firedirectory for flat is incomplete. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 �IZUIIi —131 Permit No: 11 -100 Job Name: January 20, 2011 Miami Shores Vuiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be reviewed and approved by Miami Dade County DERM. 2) Permit application and section A do not match. 3) Provide a fire directory listing page for the shingle. 4) Section D is a bad copy and has been cut off. Provide a clear copy. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Florida Department of Environmental Protection Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS RENOVATION MIAMFDADE COUNTY Miami -Dade DERM Air Quality Management Division 701 N.W. 1st Court, 8th Floor Miami, Florida 33136 T'itPEOF NOTICE (CHECK ONE ONLY): ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY): El DEMOLITION IF DEMOLITION, IS Tr AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS IT A PLANNED RENOVATION OPERATION? L Facility Name e rJ Gig a C Address, w� C ' City I\ ' " \C1: .� `= k'1 —1( -+7 S ❑ REVISED ❑ CANCELLATION ▪ RENOVATION ROOFING ❑ YES ®NO ❑ COURTESY L NO File # EZ NO Process # State 1 I Zip 7$ ! County Q r\ tve Consultant Inspecting Site Floors Building Age in Years ❑ Small Business Other ❑ Small Business Other Phone ( Site Building Size (Square Feet) # of Prior Use: ❑ School /College/University ❑ Residence Present Use ❑ School/College/Uniyersity II. Facility Owner -i -' c,.,1 C 14 Residenc Address " - l i'°,'. 9 City 111. Contractor's Name o , I-1 if 6c,.- Vje, -A- Address 6'6_ s freed . City�d >�� �3r� Is the contractor exempt from licensure under section 469.002(4), F.S.? IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal (mm/dd/yy) Start , "j4 ° i I Finish: i Demo/Renovation (mm/dd/yy) Start- Finish: V Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. Procedures to be Used (Check All That Apply): State t j i Zip State rf Zip d (k 0 YES Phone( ) ❑ NO E Strip and Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball Wet Method ❑ Dry Metl;ttid ❑ Explode ❑ Burn Down OTHER: VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name Address '1 .; City VIII. Waste Disposal Site: Name State 7!• • Zip • Phone ( Address - 13 (- ) \‘-? O r,1 -\4 City , ■ � 3 A State 1 IX. RACM or ACM: Procedure, including analytical methods; employed to ( IAflfll.0A4� a 11,E ,1411. zip. ? 'wL M C4UAU1 k MUi 6\ detect the preserlce of RACM 01:1 4egopoWdli(td,tifri abt001l: Notification(s) Regwding uebee`vbe NeVe b f i submitted in Gom ligtr1ao with square feet cementitious rrraTeVarli 9 re dlationg: square feet resilient flooring,' --2‘,1 square feet asphil''r� drug Dge I -_-- Amount of RACM or ACM* square feet surfacing material linear feet pipe /f /WO cubic feet of RACM off facility components *Identify and describe surfacing material and other materials as applicable: I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. "A 11 F (Print Name of Owner/Opertor) --(Signature of Owner /Operator) 161 01 -158 10/08 DISTRIBUTION: White -DERM Yellow- Applicant Pink - Reserve Gold- Reserve " r Miami Shores Villa e ROOF ASSEMBUES AND ROoFT0P STRUrRE80 2, '6.\\ 131® Florida Building Code E 2J O /!! - Uniform Pe , pplitationAgnt7PLIANCE WITH ALL FEDERAL I �I) cot iNTY RULES AND REGULATIONS High- Velocity Hurricane Zone Master Permit No. Proce s No. Contractor's Name - ' Q [8t%r f�r Job Address M l - P • f I+-Wie- • Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile AAsphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof )(Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) WO t SRN' Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ❑ Repair ❑ Maintenance Total (SF) 1, °s 1 FLORIDA BUILDING CODE — BUILDING SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem 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 ant the contractor. The owners initial in the designated space indicates that the item has been explained. 1. Co-' Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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 owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. tr' A 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the 'nterior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in exte; ing the service life of the roof. er /Agents Sig ature Date Contractor Signature Date Revised on 7/9/2009 LD Florida Building Code Edition 20U4 High•Veiocity Hurricane Zane Unitorrn Permit Application Form. Section 0 Stee. Slo d Roof stem Roof System Manufacturer: Notice of Acceptance Number: 08_ 0 b /0 • Minimum Design Wind Pressures, If Applicable (From RAS 127 or Pt: . Calculations): P2: P3: Maximum Design Pressure (From the Product Approval Specific System): Stegall= ;L • • Deck Type: 5/1 11 pit-, LL.,) 00 d . . . Type Underlayirent: /1/011 o Slope: Insulat: • 12, ion Ridge Ventilation? itQfl Fire Bar1er J72r2 D226 30;41 Fastener Type & Spacing: /— JAI ,es PAlt leot / Moan Root Height: Adhesive Type: • Typo Cap Shoot / r If% Roof Covoring: 11*-av‘i $(7 Type & Size Dip Edgo: Q_S -5e/eci Revised 03/2009 M IA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Materials 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 005) 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF -Elk Royal Sovereign Shingle 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 revises NOA #08- 0414.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.:08- 1110.10 Expiration Date: 04/22/13 Approval Date: 02'/25/09 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Materials Deck Type: 1. SCOPE This renews GAF -Elk Royal Sovereign Shingle as manufactured by GAF Materials Corp described in Section 2 of this Notice of Acceptance. 2. PRODUCT DESCRIPTION Product Dimensions Roofing 07310 Asphalt Shingles 3 -Tab Wood GAF -Elk Royal Sovereign 3. EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. Underwriters Laboratories, Inc. 12" x 36" Underwriters Laboratories, Inc. Underwriters Laboratories, Inc. Center for Applied Engineering 4. LIMITATIONS Test Product Description Specifications TAS 110 Fiberglas reinforced heavy weight asphalt roof shingle, with a 3 -Tab profile Test Identifier TAS 100 TAS 100 TAS 100 TAS 107 Modified ASTM D3161 ASTM D 3462 ASTM D 3462 257966 Test Name/Report : Date GAF - 105 -02 -01 GAF - 182 -02 -01 Modifed ASTM D 3161 05CA48258 05CA47804 08NK02337 08NK12906 ASTM D3462 08NK02337 ASTM D3462 02/23/94 11/14/05 02/07/08 03/24/08 11/28/05 1 1/11/05 03/12/08 10/10/08 09/12/06 03/12/08 93/21/97 4.1 Fire classification is not part of this acceptance; refer to a current Approved; Roofing Materials Directory for fire ratings of this product. ' 4.2 Shall not be installed on roof mean heights in excess of 33 ft. 5. INSTALLATION 5.1 Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115 53 The manufacturer shall provide clearly written application instructions. 5.4 Exposure and course layout shall be in compliance with Detail 'A', attached. 5.5 Nailing shall be in compliance with Detail B', attached. MIAMI.DADE COUNTY APPROVED NOA No.:08- 1110.10 Expiration Date: 04`/22/13 Approval Date: 02/25/09 Pagel of 4 6. LABELING 6.1 Shingles shall be labeled with the Miami -Dade Seal as seen below or the wording "Miami - Dade County Product Control Approved ". MIAMFDADE COUNTY APPROVED 7, BUILDING PERMIT REQUIREMENTS 7.1 Application for building permit shall be accompanied by copies of the following: 7.1.1 This Notice of Acceptance. 7.1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. 8. MANUFACTURING PLANTS 8.1 Savannah, GA GAFMC 1 Brampton Road P.O. Box 7329 Savannah, GA 31418 Ph: (912) 966 -8800 8.2 Tuscaloosa, AL GAFMC 4602 Stillman Blvd. Tuscaloosa, AL. 35401 Ph: (800)-945-5545 8.3 Tampa, FL GAFMC 5138 Madison Ave. Tampa, FL 33619 8.4 Mt. Vernon, IN GAFMC 901 Givens Road Mt. Vernon, IN. 47620 MIAMI•DADECOUNTY APPROVED NOA No.:08- 1110.10 Expiration Date: 04/22/13 Approval Date: 02/25/09 Page 3 of 4 let Course of Shingles 2nd Course of Shingles 3rd Course of Shingles IMMO DETAIL A • 5° DETAIL B 36" Drip Edge MIAMI•DADE COUNTY APPROVED • • • • END OF THIS ACCEPTANCE NOA No.:08- 1110.10 Expiration Date: 04/22/13 Approval Date: 02/25/09 Page 4 of 4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition High- Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Flinn specific roof assembly components and Identify manufacturer (If a component Is not used, Identify as "NA ") Surfacing: COAX 1,1 u t 4S. Fastener Spacing for Anchor /Base Sheet Attachment: 1 Field: ." oc a Lap, # Rows _2_ ® "oc Perimeter: % " oc @ Lap, # Rows 'f © 4-0c System Manufacturer: GP& t C Q.l cogp Product Approval No.: 01- 12-1°r•0q Comer: q " oc CO Lap, # Rows t%" oc Design Wind Pressures, From RAS 128 or Calculations: Pmax1: " � -Z Pmax2: -8S. (o Pmax3: ° 124. 3 Max. Design Pressure, from the specific Product Approval system: ... 52. s- Deck: Type: Gauge/Thlckness: Slope: Anchor /Base Sheet & No. of PIy(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: • t3ase Insulation Size and Thickness: u ?A . Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: OA. J 1A• • NIA- • Top Insulation Fastener/Bonding Material: 1 4- • Base Sheet(s) & No. of Piy(s): 04F 9I E sti-E ' 4`15 5. ail. Base Shee Fastener/Bonding Material: 1 '/y 125 Nil Trw►catp 1— S/s PIy Sheet(s) & No. of Ply(s): s-C- )19 Li z.) P lt£S PIy Sheet Fastener /Bonding Material: uOT M.02 4 Ire W Top Ply: 1 7" p r'. ktkitevit Cup S tier. Number of Fasteners Per Insulation Board: Field ) %R . Perimeter A) lk Corner _14 Illustrate Components Noted and Details as - Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit ')1 .i'ii j _Cwohp/4.4.1d e v oI1-1E7 71a1-0,6or/aeJ 4.9410~7 Z) a /1y.0 Ar ietwo at /liar 40yN79,,,r. 3)/; r *Ar w /a.s. 4ra,/s orvi op G Top PIy Fastener /Bonding Ma rial: Apr tAxv() 5+L.+ Type %V 1.0. .s /va?P.r.vo. 0A• 3 6 fr aez2 Eoce- Parapet Height i 04 Mean Roof Height UL Online Certifications Directory Home Quick Guide Contact Us UL.com TGFU.R1306 Roofing Systems Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 Class A 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS Ply 4" or "Tri-Ply Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): -- One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite /urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -in. maximum,„ ... Ply Sheet: — Two or more plies Type G1 "GAFGLAS Ply 4" or "Tri-Ply Ply 4 ", "GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet ". 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri-Ply #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type GI " GAFGLAS Ply 4" or "Tri-Ply Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet ". FOUR (4) PLY BUILT UP ROOFING SYSTEM NAILABLE DECK GAFMATIERIALS CORPORATION GENERAL Safety: Refer to Section Section 1.06. DO NOT BEGIN INSTALLATION UNTIL THIS INFORMATION JS READ, UNDERSTOOD AND IMPLEMENTED. 12 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE BOTTOM SHEET ATTACHMENT BASE SHEET N -B-4 -M NAILED STRATAVENT° MAILABLE NAILED; W NAILED #80 ULTIMA° BASE SHEET NAILED MODIFIED BASE SHEET NAILED PLY 4 w /SHEATHING PAPER NAILED REPLY' 6w /5- IGPPPER MATERIALS Material Requirements per 100 sq. ft: Asphalt (per ply) 25 lbs. (1.22 kg /m2) Base Sheet 1 ply Ply Sheets 2 plies Cap Sheet 1 ply GUARANTEE SPECIFICATIONS INTERPLY PLY 4 PLY ,4: PLY 4 PLY 4 PLY 4 PLY 4 INTERPLY SURFACING PLY 4 CAP SHEET PLY 4, CAP.SHEI=T PLY 4 CAP SHEET PLY 4 CAP SHEET PLY 4 CAP SHEET PLY 4 CAP SHEET 15 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE GUARANTEE SPECIFICATIONS (WEST ZONE ONLY) BOTTOM SHEET ATTACHMENT BASE SHEET NAILED STRATAVENT® NAILABLE #75 BASE SHEET #80 ULTIMA" BASE SHEET MODIFIED BASE SHEET FLEXPLY" 6 w/SHEAITVG PAPER SPEC# N-B-4-M/P6 NAILED NAILED NAILED NAILED Itag PY FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 Bui t -Up Roofing Systems 310 INTERPLY FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 SURFACING CAP SHEET CAP SHEET CAP SHEET CAP SHEET CAP SHEET 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 desdribed 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 Off gial. This NOA renews and revises NOA No. 03- 0501.05 and consists of page 1 thr igh 19. The submitted documentation was reviewed by Jorge L. Acebo. tilUlx1 1,1tC« •Yr1 1' 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: 19/32^ or greater plywood or wood plank decks System Type 4: Base sheet mechanically fastened. M1 General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield°Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecuroakTM. Base sheet: GAFGLAS® #80 ULTiMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBBROID°i Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options OAFGLAS® Ply 4, GAFGLAS® Flex PlyTh 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®•F1ex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill -TeoTM steel plate or Drill-Teem 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. (Maximum Design Pressure -4S psf, See General Limitation #7) LAS* Flex PlyrM 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" 0.0. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS'° #80ULT1MATM, RUBEROIDD' 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved PA" 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 07) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tecm #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 phi; See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and =3" inverted Drill Teem insulation plates at a fastener spacing of 9 ".o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill -Tee 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. . (Maximum Design Pressure —7S psi, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFOLAS ®EnergYCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400lbs./sq. and 300 Ibssq. respectively in a flood coat of approved asphalt at 60 lbsisq. or applied in a flood coat of Leak Busterh MatrixT" 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 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 lbs sq. 3. Leak Buster', " MatrixT" 303 Premium Fibered Aluminum Roof Coating,.at 1.5 gal./sq. 4. Leak Buster', " Matrix'" 715 , Leak BusterT" Matrix', " 322, ,. TOPCOAT MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane;, applied at 1 to 1.5 gal./sq. 5. Leak Buster Matrix', " 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT' Surface Seal, TOPCOAT Fireshield® SB Solvent based Elastomeric Roofing Membrane applied* 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. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page IS of 19 • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PlyTn 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck"( or W' 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 20-40 lbs.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 fpa 5 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') 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 milers, 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 (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended comers and comers). (When 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 Bpilding 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 TGAH.R21 - Prepared Roof - covering Materials, Asphalt Shingle Wind Resistance Page 1 of 1 ONLINE CERTIFICATIONS DIRECTORY TGAH.R21 Prepared Roof - covering Materials, Asphalt Shingle Wind Resistance Page Bottom Prepared Roof - covering Materials, Asphalt Shingle Wind Resistance See General Information for Prepared Roof - covering Materials, Asphalt Shingle Wind Resistance GAF MATERIALS CORP 1361 ALPS RD WAYNE, N) 07470 USA R21 Class H asphalt shingles designated 'Royal Sovereign," "Sentinel," "Timberline Prestique 30," "Timberline Natural Shadow," "Timberline:Prestique 40," "Timberline Cool Series," "Timberline Prestique Lifetime," "Marquis WeatherMax," "Grand Sequoia," "Grand Canyon," "Timberline Canadian 40," "Camelot," "Camelot 30," "Camelot IR," "Slateline," "GrandSlate" and "Country Mansion." Last Updated on 2010-03 -08 Questions? 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