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RF-14-1692Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222673 Permit Number: RF -8-14-1692 Scheduled Inspection Date: November 07, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: EDMISTON, SUE Work Classification: Metal Job Address: 790 NE 95 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060141860 Project: <NONE> Contractor: BLUE PANTHER ROOFING & CONSTRUCTION CORP Phone: (305)807-1058 Department comments RE ROOF TO METAL SYSTEMS 09/25/2014 - BOUNCE CHECK MUST BE PAID FIRST FOR PERMIT# RF14-983. As INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-222249. CREATED AS REINSPECTION FOR INSP-217213. Gas vent permit required Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 07, 2014 For Inspections please call: (305)762-4949 Page 12 of 17 f Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # DATE: 0/ INSPECTION AFFIDAVIT I 0-n r ate" licensed as a (n) Contractor/ Engineer/ Architect, (PrintnameandcircleucenseType) FS 468 Building Inspector On or about go ��-� n . I did personally inspect the roof deck nailing and (pate & time) -- Secondary water barrier work at 12 5- S 17? Pq ri, s A. r ,�- C-4 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manu sed on 553.844 F.S) State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of fjt ,n h,- - a o t q . I`��VARD.°� J„ ;.� F�, ° ;1658 Notary Public, Sate of Florida at Large W, 2016 'General, Building, Residential, or Roofing Contractors or any indiviclual 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 ���pgYPU°1e Jose A. Giron Revises on 5121/2()09 ;..SCOMMISSION�EE831658 =� a EXPIRES: SEP. 03,2016 0.��``� WWW.AARONNOTARY.M n 3�13�. Miami Shores Village 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 Date: 10050 NE 2nd Ave Miami Shores, FI 33138' Re: Owner's Name: Property Address:_ 90 IJ Roofing Permit Number. Zr-- q Dear Building Official: �— I ���✓ o� / ®� l certify that I am not required to retrofit the roof to wall connections of my building because: ❑ 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) �Ckr11 aoG Signature Print Name State of Florida County of Dade 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 if 1 20 114 ,.�•Y�v° Jose A. Giron a?° `-.1I oCOMM(c5!OY#EE631658 „ ; owe' EXPIRE:: 5'EP. 03, 2016 Notary Public, Sate of Florida at Large '°°.,,�;;;; �,° WNrW..�.RO`vNO7ARY.com When the just valuation of the structure on Is equal to or more than $300,000.00, and the buffing was not constructed with FBG nor a 1914 SFBC. Then you must provide a building application from a General Contractor for the Roof to wall connection Hurricane Mitigation. Revised on 5/21 IM Project Address Parcel Number Applicant 790 NE 95 Street 1132060141860 Miami Shores, FL 33138- Block: Lot: SUE EDMISTON SUE EDMISTON 790 NE 95 Street MIAMI SHORES FL 33138-2515 Contractor(s) Phone Cell Phone BLUE PANTHER ROOFING & CONSTF (305)807-1058 of Work: Re Roof itional Info: RE ROOF TO METAL SYSTEMS sification: Residential nning: 5 Fees Due Miami Shores Village 10050 N.E. 2nd Avenue NE Bond Type - Contractors Bond Miami Shores, FL 33138-0000 h Phone: (305)795-2204 Project Address Parcel Number Applicant 790 NE 95 Street 1132060141860 Miami Shores, FL 33138- Block: Lot: SUE EDMISTON SUE EDMISTON 790 NE 95 Street MIAMI SHORES FL 33138-2515 Contractor(s) Phone Cell Phone BLUE PANTHER ROOFING & CONSTF (305)807-1058 of Work: Re Roof itional Info: RE ROOF TO METAL SYSTEMS sification: Residential nning: 5 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $7.20 DBPR Fee $4.13 DCA Fee $4.13 Education Surcharge $2.40 Permit Fee - New Roof $275.00 Scanning Fee $15.00 Technology l=ee $9.60 Total: , $817.46 Phone Cell Valuation: $ 12,000.00 Total Sq Feet: 1400 Pay Date Pay TVDe Amt Paid Amt Due I Invoice # RF -8-14-52496 08/05/2014 Check #: 1066 09/26/2014 Credit Card Bond #: 2490 $ 50.00 $ 767.46 $ 767.46 $ 0.00 Available Inspections: Inspection Type: Tin Cap Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Planning Review Planning Review Roof Review Roof Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bldg.miamishoresvillage.com/cap/. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found In GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. September 26, 2014 2 MIAMI SHORES VILLAGE HALL 10050 NE 2ND AVE MIAMI SHORES, FL 33138 C305) 795-2207 DATE: 09/26/2014 TIME: 15:08:43 REF#: 2085 TYPE: CREDIT SALE CARD: MasterCard NAME: ROOFING/BLUE PANTH ACCT: }{XXXX}SXISXXXX7374 EXP: XX/XX APP: 180686 AMOUNT: $767.46 Signature Cardholder agrees to abide by the obligations set forth by the cardholder agreement with the issuer. CUSTOMER COPY Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 LCA BUILDING Master Permit No'F e '-4-1C9 Z PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC M ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 790 NE 95 ST City: Miami Shores County: Miami Dade Zip: 3 313'y Folio/Parcel#:11-3206-014-1860 Is the Building Historically Designated: Yes NO X Occupancy Type. M!D"' d: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): SUE S EDMISTON Phone#: Address:790 NE 95 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: BLUE PANTHER ROOFING Phone#: Address: 4630 SW 13 TER City: MIAMI State: FL Zip: 33134 Qualifier Name: JUAN C ORELLANA Phone#:°7�862997578 State Certification or Registration #: CCC 1328969 Certificate of Competency #: , p +1 to to b DESIGNER: Architect/Engineer: Phone#: Address: �1 City: State: Zip: Value of Work for this Permit: $ a ��. 0 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ; vRepair/Replace ❑ Demolition Description of work: REROOF TO METAL SYSTEMS Specify color of color t hru fife: Submittal Fee $ ` �'v Permit Fee $ CCF $ �0 CO/CC $ Scanning Fee $ V:5 • M Radon Fee $ - d DBPR $ L+ Notary $ Technology Fee $ Training/Education Fee $ 0 Double Fee $ Structural Reviews $ Bond $ m TOTAL FEE NOW DUE $ m (Revised02/24/2014) "G -3 G / (4 r tVAA1(Aj Bonding Company's Name (if applicable) Bonding Company's Address City 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, 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 a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature,56 ,9�� I i 5 d1� ` Signature L� p OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this Theegoing instrument was acknowledged before me this day of A 20 P by day ofV civ , 20 by who is personally known to , who iss personally known to me or who has produced I as me or who has produced r ' ) as identification and ho did ak n oath. identificatio and who di t ke an oath. NOTARY PUBLI NOTARY LIC: ee-e+Q„"p,+n� J(1SR A. Glint s"$ �c;"pvOR,iA�i551!`}Pd�EEuvlt;�`? Sign: Sign: <,f... Y.ce,n Print:SOV' Pri C> ��ecge' ek +oo ..S Seal: d '•` � C0MWj$sjoN#EE631658 S a. '=k ar ?-EXXPIRF_3: SER 03,2016 °+enempe 1HVPfw.A(+RO{VNOTARY.com APPROVED BY Plans Examiner 7/oning Structural Review _ _ _ Clerk (Revised02/24/2014) 4/8/2014 Property Search Application - Miami -Dade County , -HE PROPERTY APPRAISER OFFICE OF mi Summary Report Property Information Folio: 11-3206-014-1860 Property Address: 790 NE 95 ST < Owner SUE S EDMISTON Mailing Address 790 NE 95 ST MIAMI SHORES, FL 33138-2515 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,732 Sq.Ft Living Area 1,324 Sq.Ft Adjusted Area 1,556 Sq.Ft Lot Size 9,030 Sq.Ft Year Built 1938 Assessment Information Benefit Type Year 2014 2013 2012 Land Value $153,358 $122,969 $98,587 Building Value $105,497 $105,497 $117,034 XF Value $2,312 $2,342 $2,751 Market Value $261,167 $230,808 $218,372 Assessed Value $128,1891 $126,2951 $124,184 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $132,978 $104,513 $94,188 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead I Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 1 BLK 67 LOT SIZE 70.000 X 129 OR 17774-0226 0897 1 Generated On: 8/4/2014 Taxable Value Information Previous OR Book- 2014 2013 2012 County Qualification Description Sale Exemption Value $50,000 $50,000 $50,000 Taxable Value $78,189 $76,295 $74,184 School Board of deed 06/01/1990 $84,000 Exemption Value $25,000 $25,000 $25,000 Taxable Value $103,189 $101,295 $99,184 City 2008 d prior year sales; Qual by exam I Exemption Value $50,000 $50,000 $50,000 Taxable Value $78,189 $76,295 $74,184 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $78,1891 $76,2951 $74,184 Sales Information Previous OR Book- Price Qualification Description Sale Page 08/01 /1997 $135,000 17774-0226 2008 and prior year sales; Qual by exam of deed 06/01/1990 $84,000 14578-2742 2008 d prior year sales; Qual by exam of deed 12/01/1984 $68,500 12365-2650 2008 d prior year sales; Qual by exam I of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp (http://www.miamidade.gov/info/disdaimer.asp) Version: Miami shores Village 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 Date: G _ i �{ 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: SUES EDMISTON Property Address: 790 NE 95 ST ,MIAMI SHORE FL 33138 Roofing Permit Number. Dear Building Official: I SUE S EDMISTON building because: certify that I am not required to retrofit the roof to wall connections of my ❑ 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 Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says th he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 15f A v 51 c J l -9- 0 f� Notary Public, Sate of Florida at Large • When the just valuation of the structure for SFBC. Then you must provide a building a, Revised on 5/21/2009 Jose A. Giron COMMISStCM # EE 8-116131 EXPIRES. SEP.tt3,20IG WWW,AARONNOTARUVrn valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 from a General Contractor for the Roof to wall connection Hurricane Mitigation. RICK SCOTT. GOVERNOR STATE OF FLORIDA i DEPARTMENT OF BUSINESS AND PROFESSIONAL REGUL I CONSTRUCTION INDUSTRY LICENSING BOARD 3 ` CCC1328969 I The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ORELLANA, JUAN C BLUE PANTHER ROOFING & CONSTRUCTION CORP 4630 S W 13 TERRACE: MIAMI FL 33134 ISSUED: 06/0$/2014 DISPLAYAS REQUIRED BY LAW .,10W STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CCC1328969 ISSUED. 0610e12014 CERTIFIED ROOFING CONTRACTOR ORELLANN JUAN,C BLUE PANTHER ROOFING .& CONSTRUCTIO IS CERTIFIED under the provisions of Ch.488 FS. EYp;mftn daW . AUG 31. MIS L140M90a IM KEN LAWSON. SECRETARY s SEQ It L1406080001236 A� �' CERTIFICATE OF LIABILITY INSURANCE DATE D/YYYY) 06/03/14 THIS THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: M the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. H SUBROGATION 18 WANED, subject to the terms and conditions of the policy, certain policies may require an endoreemenL A statement on this certificate does not confer rights to the cettificete holderin Ileu of such endoreemant(s). PRODUCER All Florida Insurance 7782 Wiles Rued Coral Springs, FL 33067 Phone 954 51 D-7321 Fax (954) 510.7323 CONTACTMIL JOSE HERRERA jPA.0L. . (954) 510.7321 1 FAX Ne). (954) 510.7323 ADDREW;L jherrera@myl➢ns.com AFFORDING COVERAGE NAIC a INSURER A : ACCIDENT INSURANCE COMPANY INSURED BLUE PANTHER ROOFING & CONSTRUCTION CORP 4630 SW 13TH TERRACE MIAMI, FL 33134 (954) 646-2358 INSURER B INSURER C: INSURER D : INSURER E: INSURER F: L.vverv►ueR L;k:HIIPIUAIE NIJMt3EH: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L�; TYPE OF INSURANCE ADS. DLPUMI POLICY NUMBER POLICY EFF �1f POUCD/YtrY� LJ�rs A GENERAL LIABILITY 0 COMMERCIAL GENERAL LIABILITY ❑ ® CLAIMS -MADE ❑ OCCUR ❑ Y N B20140232 05/31Y2014 05/31/2015 EACH OCCURRENCE $ 1 000,000.00 ID, REEMMISESO RENTED Eoa nce $ 100,000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL &ADV INJURY $ 1,000,000.00 ❑ - GENERAL AGGREGATE $ 2,000,000-00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PRO- JFrT ❑ LOC PRODUCTS -COMPIOPAGG $ 1,000,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ AAUTOOSW❑ AUTOS , ❑ HIRED AUTOS ❑ AUTOSWNED ❑ 881NED SINGLE LIMIT BODILY INJURY (Per Peron) $ BODILY INJURY (Peracddert) $ (PWBER RAMAGE $ $ ❑ UMBRELLA UAB ❑ OCCUR ❑ EXCESS UAB ❑ CLAIMSMADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBEREXCLUDED?N/A (Mandatory In NH) ❑ Maa describe under dRIPTION OF OPERATIONS below ❑WCSTATU- �0T1+ E.L EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS/ LOCATIONS/VEHICLES (Attach ACORD 101, Addltlonal Remarks Schedule, H more apace la requlret0 GENERAL CONTRACTOR & ROOFING CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Miami Shores, 11, 33138 ACORD 25 (2010105) OF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED W ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-20'10 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Issue Date: 6/2/2014 FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION, INC. RSA .: 1-840-767-3772 -FAX (407) 671-2520 CERTIFICATE OF INSURANCE ISSUED TO: City of Miami Shores Village Buildng Department 10050 NE 2nd Miami Shores, FL 33138 Attention: COPY PROVIDED TO: Blue Panther Roofing & Construction Corp. 4630 S.W. 13th Terrace Miami, FL 33134 Blue Panther Roofing & Construction Corp. This Is to Certify that: 4630 S.W. 13th Terrace Miami, FL 33134 being subject to the provisions of the Florida Workers' Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND, P.O. Box 4907, Winter Park, FL 32793. COVERAGE NUMBER: 870-040051 EFFECTIVE DATE: 6/2/2014 EXPIRATION DATE: 1/1/2015 LIMITS Workers' Compensation: Statutory -State of Florida Employers' Liability: $100,000.00 Each Accident $100,000.00 Disease, Each Employee $500,000.00 Disease, Policy Limit REMARKS: Non -cancelable, without 30 days prior written notice, except for non-payment of premium which will be a 10 day written notice. This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies) shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. By: By. Brett Stiegel, Administrator Debra Guidry, CPCU, Un erwriting Manager FRSA-SIF FRSA-SIF Jtj�LUSORRIN Local Business " ax Receipt Miami -Dade County, State of Florida THIS IS NOTA BILL — DONOT PAY 6490544 BUSINESS NAME/LOCATION RECEIPT NO. BLUE PANTHER ROOFING & CONSTRUCTION CORPRENEWA►L 4630 SW 13 TERR 6760426 MIAMI FL 33134 OWNER BLUE PANTHER ROOFING & CONST CORP Worker(s) 1 EXPIRES SEPTEMBER 30, 2015 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR CCC1328969 BY TAX COLLECTOR $75.00 07/14/2014 CREDITCARD-14--026741 This Local Business Tax Receipt only confirms payment of the local Business Tax, The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code See 8a-276. For more information, visit+wwwy.miamidade.gov/taxcollector Section A/B _ - MIAMa�ADE "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section A (General Information) Master Permit No: Process No: ' Contractor's Name: I BLUE PANTHER ROOFING &CONSTRUCTION Job Address: 1790 NE 95 ST MIAMI SHORES FL 33138 ❑ Low Slope Roof Category ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles 0 Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof 0 Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes El No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (M) I N/A Steep Sloped area (ft.2) 1400 Total (ft.2)1400 Section B (Roof Plan) g""• 0*0690 M Z � 0 ® 0 ® z� ® ® M "0 '� Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers a4everflow drgifi&.nwlude • dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locatiegtif parapg . a �• • • • , Perimeter Width (a'): Corner Size (a' x a'):/3 .... ..... • - . • 'goes ..... �a o....: so . . C so 00 r Cn m ��� D g z 74 g...o. � z W O . AUG M Z � 0 ® 0 ® z� ® ® M "0 '� Z 0 M 0 rig 0 �a C r Cn m z 74 � z m m � - C: n o z M `nS� M 'I� Metal Roof System I000+0 1 MIAMfppDE Miami -Dade County CATEGORY "C-1" ® HVHZ Electronic Roof Permit Form Section D Metal Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I Major's Metal Roofing & Custom Sheet Metal Notice of Acceptance Number: 14-0515.14 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: -39.1 P 2:1-68.1 133 - Maximum 3: Maximum Design Wind Pressures, (From the NOA Specific system): -131 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 712" Roof Mean Height: F07ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: M- o/c Perimeters: 8 " o/c Comers: " o/c Number of screws required per clip: Perimeter Width: M4 ft. Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: #10x1" Steel Pancake Head Screws Deck Type: —5/8" Plywood— Optional Nailable Substrate: wA Optional Nailable Substrate Attachment Method: N/A Optional Insulation: Optional Peel & Stick Membrane: NIA Metal Roof Panel: Steel 1.5" Mechanically Seamed Panel Drip Edge Size & Gauge: —3" face 24 ga.— Drip Edge Material Type: —Galvinized Metal— Drip Edge Fastener Type: 1.25" Ring Shank Roof Nail Hook Strip/Cleat gauge or weight —n/a- 0000.. 0000.. 0000.. 0000. 0000. 99.999 998999 809080 9 • .N/A Optional Insulation Attachment Mete, 0809 o? 000 • 88 • N/A 900008 ---- 0000.. - 8809 0000 Fire Barrer. e 0000 VERSASHIELD 000000 • ••• 00-00 •• • ••'•' Underlayment Type: :so:*: #30 PAPER 9 0 0 0 0 — — .• • 0900 Underlayment Fastener Type: 1.25" Ring Shank Roof Nail Win Cap Optional Peel & Stick Membrane: NIA Metal Roof Panel: Steel 1.5" Mechanically Seamed Panel Drip Edge Size & Gauge: —3" face 24 ga.— Drip Edge Material Type: —Galvinized Metal— Drip Edge Fastener Type: 1.25" Ring Shank Roof Nail Hook Strip/Cleat gauge or weight —n/a- 0000.. 0000.. 0000.. 0000. 0000. 99.999 998999 809080 9 • TGFU.R21453 - Roofing Systems .I TGFU.R21453 Roofing Systems Roofing Systems MA7ORS METAL ROOMW6 & CUSMH SHEET NVTAL IMC 406 NW 54 Sr MMMT, FL 33127 USA Page 1 of 2 821453 Any UL Classified peat and stick wxlerhwment may be used In compnutten with ether VerseSideIr or a Type 30 base sheet, In any of the following system. 1.0 C-15/32 Clow A In Bina Unlimited Barrier Boards — G -P Gypsum 1/4 In. min DensDeck ® board or 1/2 in. min. UL classified gypsum board with all jokes staggered a min of 6 in. from the plywood joints. Pty Sheat (Optional): — Any UL Classtited Type G1, 62 or G3 basemy dteeL Type 15 or 30 ret or UL Ctasaw road • • • prepared accessory or WR Grave 61ce and water SMekl". ry..... • • • • • Sarfanskrg:—T�,w op�W 1.5" Mechanically Seamed panels, "Steel 15 Mavhanlraily Seamed' Ranei6, -Ak mksum 1:" Mechanically Std q panels" or US crow o , meds WHY fastened. • • . • •• • 2. Pecks Ci -1.5/32 or spaced sheatidag b4hu: Unlimited 060000 ' :9060: ••.• •..• 0 0 0 Soso UtMortaymenb — One Myer Elk Corp.'versa5hletd Underlaymear, mechantcaUy fastened. 0 • • • • ' • Pty Shads — On tam Type 30 base sleet or VersaSMetd", meftnicetly fastened. • • • . • . • . • • • • . • Pander —'Cooper 15" Mechanically Seamed panels, 5t�1 1.5 Mahanicnily Seamed* peels, or 15 Crimp" panels, mednanically' : • • " �' fastened. • • • • .. . ••••.• 3. Deft C-15/32 or sped sheathing Incliner Unlimited • ' ... • • • Undertaymeod: — One or more piles Elk Corp. 'Ve+saSt leld Undertayment", mechanlcolly fastened. •' on' : • • • • • Panels — "Cooper 1.51 Necl anlcally Seamed panels, "Steel 1.5 Medenica0y Seemed" panels, or -3 Crimp" panels, med►anlcaUy, fal;kWeb. 4. Decks C-15/32 Iodines Unlimited UndarMyme U — Two Myers Ok Corp.'YersaSMeld Uadalaymenr, machanlcaay fastened. Panels—'Alumhasm 1.5' Mahanically Seamed Penets". 1. Delo C-15/32 Class B MC1111te: Unlimited Undarb yments — One layer Gk Corp. 'Ve =ShW UndwWmere, mednatically fastened. Panels: — Thr 1.5 " Mechanically Seamed panels, "$tees 1.5' Mechanically Seamed panels, 'Aluminum iS' Mechanically Seamed Panels". or'SCrlmp panels mechanically turned. 2. Dela Spaced SheatMrtg Indirm Unlimited Un dwfaymimb — One lays Elk Corp. oVersaShleld UndertaynnW. Paaalss — Tooper 1.5' Mechanically Seamed panels, -WAO 1S Mechanically Seamed' pan els or S Crimp' panels, mahanlcaily faMenad. Class C W -//database uLcom/cgi-bWXY /tomplate/LISM/1FRAWJshowpage html?ti me=TG... 4/3/2014 I tt ur u.xll4as - x00nng b)Fstems Page 2 of 2 1. Daekt 0-15/32 =nCpnm Unlimhed VaW Barriar (OpdwW)i -- Any UL CWWMW base/ply sheet. ` Surfadnw —'Cooper 1.B' Medmntwliy Sued panels, 'Steel 1.5' Medved altyr Seemed panels, 'Aluminum 1.5' Meohantwlly Seamed panels or 15 Crimp' panels, medwdcaily candled. mon 2013.04-22 Cuest1m? Print thls aeae Terms of use Page Tan 0 2014 UL LLC When the UL Leaf Mark Is on Me product, or when the word'EmrironmeW Is inckuled in to UL Mark, please search the LL Environment database tar addlUonal Wwmatlon regarding this product's wWtWUm The appeenmce of a company's name or product In this database does act In Itself assrae that products so tdenUffed have been manufkWred under UL's Fogow-tip SeMce. Ory those products bearing the UL Mark d Wd be considered to be Certified am wiered rrrnfer We Folknv-Up Servkr. A Ways took fbr dw Mark an Vie product. UL permits the repnoduttbrl of the material contained in the Online Certtfttavon Memory subjed: to the INwi ng candido 1. The Guide UdbnnWMI6 Assenrb6m Cortstrucdons, Oefte, Systems, and/or CwWkBU= (fdes) rust be presented to their entirety and in a non- mWeadbrg manner, without any nwdpuhftn of the data (or drawinps). 2. The statenum'Repdnted from the OnWre Cerdfiwtlons Otrecary with penrrblon from UL' must appear adJaOent to lite extracted material. In addition, the reprinted material must krdude a owdoht now to the following format: V 2014 UL LLC'. hripJ/database nl comtcgi-bin/XWAemplatpAISEXT/lFRAMEtshowpage.html?name=TG... 41312014 • ` •66666 • • ` • •. • • • •• doe • 9000•• 90:66••• 0,06000 •••••: 0000 •66• • ` 0.6••0 ••66• •666• ••666: 6 ••• 6 • • � 6 •666•• •9 66. • `6•• • 6 • • 9 •6666• • • ` ••666• • • 9 • • •6666• • • do hripJ/database nl comtcgi-bin/XWAemplatpAISEXT/lFRAMEtshowpage.html?name=TG... 41312014 Owner's Notification Form HVHZ 2010 MIAMI•DADE Mo "Delivering Excellence Every Day- SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. 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, Building 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 the item has been explained. l� 1. 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 owner and the contractor. _ _771 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (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 0000and/or owner should notify the occupants of adjacent units of roofing work to be performed. •00 • • • • ; • • 4. Exposed ceilings: Exposed, open beam ceilings are where the underside ofthe rogf deCi �- an be • • • •' ....• viewed from below. The owner may wish to maintain the architectural appearance; them coofin :.Soo: Bail : • • • •• b penetrations of the underside of the decking may not be acceptable. The owner provides #e?tion oe;;;• 0000• 0000 . maintaining this appearance. 09000 0000.. •��• , .000:0 7- 5. Ponding water: The current roof system and/or deck of the building may not�c ip well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indic'�t.on of str U Soo*** . distress and may require the review of a professional structural engineer. Ponding may shQrten'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. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself. The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Signature: _tJ r `T� Date: Contractor's Signature: erinit Number. Property Address: 00 AhE 9 5 MIAM MIAM-DARE COUNTY im) PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Major's Metal Roofing & Custom Sheet Metal, Inc. 406 NW 540i Street Miami, FL 33127 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 0000 This product is approved as described herein, and has been designed to comply with the Florida Buiiding Cole • • including the High Velocity Hurricane Zone of the Florida Building Code. • • 0 4,00000 DESCRIPTION: Steel 1.5" Mechanically Seamed Panel 0000.. .. . 0000.. 000• 0000 0 0 0 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or loa*o� 9' 6966 9 6 6 following statement: "Miami -Dade County Product Control Approved", unless otherwise widd herdiju * 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and there hal b�eenno change in the applicable building code negatively affecting the performance of this pro(yuct.'. 00 0 0000 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 11-1202.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0515.14 ' l Expiration Date: 06/17/19 Approval Date: 06/12/14 Page 1 of 7 0000.. 0000.. 0000.. 0000. 0000.0 0000.. 0000.. ROOFING ASSEMBLY APPROVAL: Category Roofing Sub -Category: Non -Structural Metal Roofing Material: Steel Deck T"e• Wood Maximum Design Pressure See Table A & Table B TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: EVIDENCE SUBMITTED: Test Agency Test Identifier Test Product Date Product Dimensions Specifications Description Steel 1.5" Mechanically Length: varies TAS 125 Corrosion resistant galvanized or galvalume Seamed Panel Coverage width: 12", 16" & preformed, coated, prefinished, metal 08/18/03 Technologies, Inc. 20" panels. Hurricane Test Height: 1.5" TAS 125 10/27/03 Laboratory, Inc. min. 24 gage (0.0239") Hurricane Test Min Yield Strength: 26 ksi TAS 125 03/25/04 Panel Clip 1= 2" TAS 110 ASTM Grade 50 preformed, galvalume steel w = 2" clips with two preformed holes. NOA No.: 14-0515.14 MIAMFDADE CO� �ffmw. o h = 1.5" Expiration Date: 06/17/19 min. 24 gage (0.02399) Approval Date: 06/12/14 Stainless Steel Panel 1= 2" TAS 110 Grade C preformed, stainless steel clips with Page 2 of 7 Clip w = 2" two preformed holes. . 0000 . h =1.5" .... ...... min. 24 gage (0.02399') • • • • • ...... .. . ...... TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS • • • • • • • • .... .... ..... Product Dimensions Product • • : • • • • • • • • • • • Description • • • •Ianufactarer • • • • • • Fasteners #10 Corrosion resistant steel screws for : • • : • : Generic • • . . . fastening of clip. • • • • • • ...... .. ...... MANUFACTURING LOCATION: Goo* 1. Miami, FL. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Revort Date Valspar Corporation ASTM G 23 ASTM B 117 PRI Asphalt MRI -001-01-01 TAS 100 08/18/03 Technologies, Inc. Hurricane Test 0299-0801-03 TAS 125 10/27/03 Laboratory, Inc. Hurricane Test 0299-0320.04 TAS 125 03/25/04 Laboratory, Inc. NOA No.: 14-0515.14 MIAMFDADE CO� �ffmw. o Expiration Date: 06/17/19 Approval Date: 06/12/14 Page 2 of 7 APPROVED ASSEMBLIES: System A: Steel 1.5" Mechanically Seamed Panel (Maximum 20" coverage width panels) Deck Type: Wood, Non -insulated Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case it shall be less than 8d annular ring shank nails spaced 6" o.c. in the field and 4" o.c. along the perimeter of the sheet. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32") The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type H installed with a minimum 4" side -laps and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin - caps and 1'/4" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any Miami -Dade County Product Control Approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. • •' . 0000 Valleys: Valley construction shall be in compliance with Roofing Applica4ka St�'adard P* S6133 and with Major's Metal Roofing & Custom Sheet Metal, Inc.'s cuucot published • • • installation instructions. 009:00 • Metal Panels and Install the "Steel 1.5" Mechanically Seamed Panel" and accessories' .1'p' jvjth Accessories: Major's Metal Roofing & Custom Sheet Metal, Inc.'s current, publift ljnstallatiop.. instructions and details. Flashing, penetrations, valley constructiov."8ther details shall be constructed in compliance with the minimum requirements provicledii Roofing* Application Standards RAS 133.0 • 000.. Panels shall be installed with galvanize/stainless steel clips (2" lo;&Y,O.wide x 1.1; System B: Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure.• Steel 1.5" Mechanically Seamed Panel, (Coverage width 12" & 16") Wood, Non -insulated New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood. 2": 12" or greater See Table B below Deck Attachment: In accordance with applicable Building Code, but in no case it shall be less than 8d annular ring shank nails spaced 6" o.c. in the field and 4" o.c. along the perimeter of the sheet. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32") The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type H installed with a minimum 4" side -laps and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin - caps and 11/4" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any Miami -Dade County Product Control Approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard PAS *133 and with Major's Metal Roofing & Custom Sheet Metal, Inc.'s cu gent publishedr ... installation instructions. • • 0 '600000 Metal Panels and Install the "Steel 1.5" Mechanically Seamed Panel" and accessories�;epjnpliance }yith Accessories: Major's Metal Roofing & Custom Sheet Metal, Inc.'s current, published installatioa o instructions and details. Flashing, penetrations, valley constructionaud other dekilo•shall be constructed in compliance with the minimum requirements providFdif Roofing; •; Application Standards RAS 133. • • • • • • Panels shall be installed with galvanize/stainless steel clips (2" lort x 2" tivide x 1.5'; tall), attached to substrate with two corrosion resistant steel #10 wood screw of6surntient length to penetrate through the sheathing a minimum of 3/16". Clip66estening shah start 3" from panel end and shall be at maximum spacing as described below in Table0.•there after. Standing seams shall be mechanically seamed to a full 900 seam, (single lock). NOA No.: 14-0515.14 Expiration Date: 06/17/19 Approval Date: 06/12/14 Page 4 of 7 SSSS.. .Soso. .6006. o 06b6 SSSS. SSSS.. 0 0 006066 0 .Oboe. TABLE B MAximum DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —573 psf —131 psf Maximum Clip Spacing 34" o.c. 8" o.c. 1. Extrapolation shall not be allowed NOA No.: 14-0515.14 Expiration Date: 06/17/19 Approval Date: 06/12/14 Page 4 of 7 SSSS.. .Soso. .6006. o 06b6 SSSS. SSSS.. 0 0 006066 0 .Oboe. LIMITATIONS 1. 2. 3. 4. 5. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). Panels shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0515.14 Expiration Date: 06/17/19 Approval Date: 06/12/14 Page 5 of 7 owes e e . . .... 000 000 . • 0 . . ...... .. . ...... assess . . o e0000e .... .... . . 0 0 .sea 0000 00000 ♦ease. a see 00eee .. .. 0e a asoesa ...... . • • . . . . ...... e . o 00 0 0000 e 0 NOA No.: 14-0515.14 Expiration Date: 06/17/19 Approval Date: 06/12/14 Page 5 of 7 1.50" DETAIL DRAWINGS 0.53" STIFFENING RIBS 0.42" 0.36" 0.50" 0.10"J7 1 1.47° 12',16' & 20" — PANEL DETAIL 0.50" PANEL WITH SINGLE LOCK 0.25" HOLES FOR SCREWS 1.5" �— — 1.50" PANEL CLIP DETAIL .... • G STEEL r 1.5" MECHANICALLY SEAMED PANEL AND DETAAA : G••s Goes.• +• er ...... boos .Ge•e• e Geo••• • . G G•e• •sec • • o • • • G•r• 0000 o•:** •ecce• • rG• •soo• • • • o • of •e r• • •••rGG • s•sss• • • • • • • •0000• •secs• 0000 NOA No.: 140515.14 Expiration Date: 06/17/19 Approval Date: 06/12/14 Page 6 of 7 DRAWINGS Corry. STANDING SEAM PANEL END OF THIS ACCEPTANCE Soo 0000.. 060.0. .0• . . 0000 0000.. 0000 0000.. 0000 0 . .0 . . 0000 0000 0000 .. . . ...... . 0000 NOA No.: 14-0515.14 Moan I-E"E CQUI rr Expiration Date: 06/17/19 Approval Date: 06/12/14 Page 7 of 7 0000.. 0000.. 0000.. 666.. 0000. 0000.. .6.00. ....6. . 0 MIAMI -DARE COUNTY MIAMI- DADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (MOA) www.miamidade.gov/economy GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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. 6666 DESCRIPTION: VersaShieie Fire -Resistant Roof Deck Protection and VersaShieA54a.9- Fire*;te1*istant • Slip Sheet 666600 .. • . 6666.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city' State and f4ljowing 0 6 e e • 0 . statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. *a-* .e.. 0 6666 •00006 6 e66 60600 RENEWAL of this NOA shall be considered after a renewal application has been filed and Wert, 'has been tto change • • • • : • in the applicable building code negatively affecting the performance of this product. :40:0: 6 6 . e . 666.. . .sees. 6 TERMINATION of this NOA will occur after the expiration date or if there has been a R6visioD or chaPA % in the: • • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of g41 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 revises NOA No. 11-1110.09 consists of pages 1 through 3. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-1104.06 Expiration Date: 02/07/17 Approval Date: 02/20/14 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShield® Fire -Resistant Roof Deck Protection (a k -a "VersaShield® underlayment") and VersaShield® Sol6m Fire -Resistant Slip Sheet (a.k a "VersaShield SoWm"), as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Dimensions Applicant VersaShield® Fire- 42" x 100' rolls Resistant Roof Deck Protection VersaShield® SoloTM 72" x 166.7' rolls Fire -Resistant Slip Sheet MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test Aaencv PRI Construction Materials Underwriters Laboratories Inc. PRI Asphalt Technologies, Inc. Test Product Specifications Description ASTM D 226 Non -Asphaltic fiberglass -based underlayment Type ll and/or fire barrier. UL790 Non -Asphaltic fiberglass -based slip sheet and/or fire barrier. Test Identifier GAF -270-02-02 ELK -063-02-01 99NK45831 IONK11990 R19254 08CA37926 08CA49140 ELK -069-02-01 BRY-003-02-01 BRY-003-02-01 Test Name/Renort ASTM D 226 TAS 100 UL790 UL790 ASTM D 226 UL790 TAS 100 TAS 117(B) TAS 114 (IT) 0000 ..00..00 0000.... 0000.. 0000.. 0000.... 0000 0000 0000.... 0000 0000. 0000.. 0000 . 0000 . • �a�� 1�/1.SJi0 6641 03/21/00 D&= 1 b9/13/O1 00.. p2 jI 09 03/04/02 03/19/02 INSTALLATION: 1. VersaShield® Fire -Resistant Roof Deck Protection or VersaShieie Solom Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® Solo TM Fire -Resistant Slip Sheet shall be installed with a minimum 4 -inch head lap in a shingle layer fashion. 3. VersaShield® Fire -Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type R underlayment. NOA No.: 13-1104.06 Expiration Date: 02/07/17 Approval Date: 02/20/14 Page 2 of 3 0000.... 0000.... 0000.... 0000... 0000... 0000.... 0000.... 0000.... LrnrrATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VemaShieie Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShieie Solo "A Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShieie Fire -Resistant Roof Deck Protection and VersaShiele SoloTM Fire -Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShieie Fire -Resistant Roof Deck Protection or VersaShieie SoWm Fire -Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShiele Fire -Resistant Roof Deck Protection or VersaShield® SoloTm Fire -Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShieie Fire -Resistant Roof Deck Protection or VersaShieie Sovm Fire -Resistant Slip Sheet is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 6. VersaShieie Fire -Resistant Roof Deck Protection and VersaShieie Solo*1 Fire -Resistant Slip Sheet are a non - asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of specific roof assemblies using VersaShiele Fire -Resistant Roof Deck Protection or VersaShiele Solo"m Fire - Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings of this product. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 0000 LABELING: • 0000 All membranes or packaging shall bear the imprint or identifiable marking of the manufacturers��3 'amh or logo' G4 and state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo= UJ Me following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product&9ntrol Seal 1% shown below.• 0000 0000 BUILDING PERMIT REQmEMENTS: 0000.. . ... 0000.. ..0000 .. . 9669 Application for building permit shall be accompanied by copies of the following: 9 9 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 13-1104.06 Expiration Date: 02/07/17 Approval Date: 02/20/14 Page 3 of 3 0.00.0 000000 00000. 000. 00000 0000.0 000000 .9669. r Florida Test Protocols for High Velocity Hurricane Zones, 2010 ROOFING APPLICATION STANDARD (RAS) No. 127 PROCEDURE FOR DETERMINING THE MOMENT OF RESISTANCE AND MINIMUM CHARACTERISTIC RESISTANCE LOAD TO INSTALL A TILE SYSTEM ON A BUILDING OF A SPECIFIED ROOF SLOPE AND HEIGHT Page 1 of 5 1. Scope 2.6 Compare the values for M„ with the val- ues for Mr, noted in the Product Approval. If the Kvalues are greater than or equal to This standard covers the procedure for deter- the Mr values, for each area of the roof mining the Moment of Resistance (K) and [i.e., field P„s(I), perimeter P,,,(2) and Minimum Characteristic Resistance Load (F) corner P,d(3) areas], then the the attach- e to install a tile system on buildings of a specified ment method is acceptable. roof slope and height. Compliance with the re- 3. How to determine the Minimum Character- quirements and procedures herein specified, istic Resistance Load (F) (Uplift Based Sys - where the pressures (P„,) have been determined tem) based on Table 1 or Table 2 of this standard, as • applicable, do not require additional signed and sealed engineering design calculation. All other 3.1 Determine the minimum design assures calculations must be prepared, signed and for the field, perimeter and corner areas sealed by a professional engineer or registered [P,d(t), P.A2) and P.A3), respectively] architect. Table 1 is applicable to a wind speed using the values given in Table I or Table ; of 175 mph, risk category 11 buildings, and ex- 2, as applicable, or those obtained by en- posme category C. Table 2 is applicable to a gmeenng lysis prepared • signed and wind speed of 175 mph, risk category R build- sealed byaprofessional engineer orregis- tered architect based on the criteria set forth in ASCE 7. 2. How to determine the Moment Resistance 31 Determine the angle (0) of roof slope, • • • • (M,) (Moment Based Systems) from Table 1 or Table 2, as applicable. e ' 0000 • • • G• G •• • 2.1 Determine the minimum design wind 3,3 Determine the length (1),widtg "R�&Ad '00 a • • pressures for the field, perimeter and cor- average tile weight (W) of 6194 fWW_0 gd- • ner areas (P,.I, P.,,2 and P,3, respec- uct Approval. tively) using the values given in Table I or 0000 0 � • • • • ' • Table 2, as applicable, or those obtained • • • • • Soso by engineering analysis prepared, signed 3.4 Determine the required uPlifI Wj4VV_e and sealed by a professional engineer or (Fr) per following formula: • s • s e e • • registered architect based on ASCE 7. • • • • • • Fr=[(Pawxlxw)-W]xcos • • 2.2 Locate the aerodynamic multiplier (d) in tile Product Approval. 3.5 0 Compare the for F, valtetes : • • • • • values wAsi 0000 for F noted in tate Product Approval, if • 2.3 Determine the restoring moment due to the F values are greater than or equal to • • • • gravity (Mg) per Product Approval. the Fr values, for each area of roof [i.e., field Pal) perimeter (P,12) and corner P,,(3) areas], then the the attachment 2A Determine the attachment resistance (Mr) method is acceptable. per Product Approval. 2.5 Determine the Moment of Resistance (M,) per following formula: M,=(P�'xx)-Ms 2010 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ (RAS)127.1 Goes** • • esess• GG•es • • •@•see • • • •ss•e• ••s••• • Florida Test Protocols for High Velocity Hurricane Zones, 2010 Page 2 of 5 (RAS) No. 127 TABLE 1- RISK CATEGORY I EXPOSURE CATEGORY Car NUMA 611 DESIGN WIND LWUFT PRESSURES IN PSF FOR FIELD (Pd(1)I. PERIMETER IPeatMI AND CORNER 1Pss43)I AREAS OF ROOFS Pon F"rin INF C Him nINRS WITH A WIMP MOAN UMftUr AA tt•Ff` ==F1P I 0 OF > 6:12 to 512:12 >2:12to 56:12 i >6:12to512:12 PW(2) & Roof mean height P(L) P(Z) f P�{3)2 Pj1) • ••Pnstt(� • e • e 520' 47.0 81.9 -121.0 Pa,a(2) & Roof mean height Parc(1) P.(2) P.(3)1 P..(I) i -129.6 �•.� • • >2S' to 5 30' -50.3 -87.7 -55.0 P�(3) -- 520 -39.1 -68.1 -100.7 -42.8 -50.0 >20' to S 25' - -40.9 -71.3 -105.4 44.8 -52.3 >25' to!; 30' -42A .73.9 -109.3 -46A -543 I >3(r to:5 35' -039 76.6 I -113.2 118.1 -562 >35' to 5 40' -45.1 j 78.7 -116.3 -49.4 -57.8 t Calculated I. accordance with ASCE. 2 For Hip R00fs with slope 5 55:12, P�d(3) shall be treated as P�(2). 'Pd=0.6Pu TABLE 2- RISK CATEGORY 0 EXPOSURE CATEGORY MINIMUM DESIGN Wllm UPLIFT PRESSURES IN PSF FOR FIELD (Psse(1% PERIMETER PP -2A AND CORNER PP=MI AREAS OF ROOFS FOR EXPOSURE D BUILDINGS WITH A ROOF MEAN KEIQIfT AS SPECIRED3 ROOF > 2:12 to 5 6:12 > 6:12 to 512:12 SLOPE PW(2) & Roof mean height P(L) P(Z) f P�{3)2 Pj1) • ••Pnstt(� • e • e 520' 47.0 81.9 -121.0 -51.4•" •• 125.7 - -53.40 -161.4 • • >20' to 525 - a -85.0 -129.6 �•.� • • >2S' to 5 30' -50.3 -87.7 -55.0 • >30'to S 35' -51.5 I 89.9 -132.7 -56.4 -65.•s•9 >3S' to 540' 52.7 91.9 ! -135.8 -57.7 �l. • _ - --------- - -- -- - - -1 - - _ - ---- a • -- $ • - •••••• t Calculatedw accardaoce with ASCE 7. • • • Z For Hip Roofs with stape 5 5.5.12, P d3) sha0 be treated as P,�d(2). • • s Pd = 0.6Pyt • • (RAS)127.2 2010 FLORIDA SUILDM CODE - TEST PROTOCOLS HVHZ ease •• • a • • •• • • 0000 • • 0000 • ••• •0 0 • • • • • a•••a0 • 0000 • Florida. Test Protocols for High Velocity Hurricane Zones, 2010 Page 3 of 5 I 1 0000•• • • • 0000•• • 0000•• 0000• • 0000• 0000•• • • 0000•• 0000•• • (RAS) No. 127 TABLE 3 N11 WHEgE TO OBTAIN INFOFIlVAATiON 14NheretoRnd -2-7a Table 1 or Table s applicable, or by an; Design gum P�(1) or P,,(2) or P�(3) p engineer analysis prepared, signed and ti I sealed by a professional engineer based ; t on ASCE 7 Mean Roof Height H � Job Site � Roof Slope { 8 Job Site Aerodynamic Multiplier x t Product Approval = wwidth val Restoring Moment due to Grnvi M Prodtut Approval i Attachment Resistance Mr Product Approval � Required Moment Resistance _ _ I Mr i Calculated Minimum Characteristic Resistance Load F ! Product Approval aired LW Resistance Fr i Calculated Average Tile Weight -- Product Approval Tile Dimensions 1_lengt6 o � Product Appr00 All calculations must be submitted to the building official at the time of pumit ing. 0000:60 • 9 0000 • • • 0000•• •• • • 0000•• • 00•• 0000 • • • • 0000 •09• 0000•• • ••• •• •• •• • •••••• • • • • • 0000•• • • • • • • •0 0 0009 • •••• 2010 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ (RAS) 127.3 0000•• • • • 0000•• • 0000•• 0000• • 0000• 0000•• • • 0000•• 0000•• • = wwidth val 0000•• • • • 0000•• • 0000•• 0000• • 0000• 0000•• • • 0000•• 0000•• • RIDGE/HIP FLASHING FIELD BEND END CUT PANEL (FORM AND BOX END) "J" CHANNEL 1/8" RIVET 24" O.C. CLIP WITH SCREWS ROOF PANEL ROOF NAIL INTO "J" CHANNEL •• 4" O.C. PLYWOOD • +..' .. . FELT PAPER • • • ..-... .• 0000 0000.. 0000 0000 0000 . 0000 0000 ... 0000.. 0 000 ... s • 0 . • 0 0000 0000.. e • • • • •.• .•...• 5" 5" .. 0000 0000 \ • 30# FELT PAPER PANEL In 5/8" CDX PLYWOOD ...... •••�•• ... .. • 3" RAKE • . .... . • . •.. .. 1 1/4" RING SHANK '••' = FLASHING ••'••' •• ROOF NAIL 4" O.C. STAGGERED "•'�� • EAVE DETAIL STEEL Jaw- S��i Ga.) - STANDING SEAM PANEL x.,f: ,0:- 0. 0, 0c C .p. Gs t CLIP W/ SCREWS (1ST CLIP 3" FROM END) ROOF PANEL (FIELD CUT AND HEMMED) VERSASHIELD & 30# FELT PAPER 5/8" CDX PLYWOOD 0000 666• 66 WRAP .. . 66 • PANEL . . 0000.. •• 6 .. . 0000600 • 0000 0000 .. . 3" BULLNOSE "" 00:0 DRIP EDGE 066... . 666 • • •6 6 0000 .. . .. . 66.... 6 6 . 6 6. 6 .0006. . .. . 000. \ .000 �- WOOD BLOCKING EAVE DETAIL STEEL Jaw- S��i Ga.) - STANDING SEAM PANEL x.,f: ,0:- 0. 0, 0c C .p. Gs t ROOF FASTENERS OR DRIVE PINES =' @ 12" O.C. FLASHING ag FIELD BEND END CUT PANEL (FORMED AND BOX END) J—CHANNEL ROOF PANEL • • • 9999•• •• • •• 968.• 8• • • 0000 •••• • • • • • • • • • • ••9•.• • • • • • •• ••9••• •• • •• •• • •••• • PLYWOOD sees 30# FELT PAPER a STUCCO COUNTER FLASHING ROOF FASTNERS OR DRIVE PINES @ 12" O.C. 30# FELT PAPER ROOF TO WALL FLASHING 6.6. . J -CHANNEL • • 0000 000 ROOF ISANtL: .. . 6 0000.. 66 6 066 0000.. 6 0000 6.6 Tr - FIELD BEND PANEL-__------, ANEL 66.6.. 6 / 6 0 000 .0606. ROOF NAIL 6at*OOD .... @ 4" O.C. 6. i 6 X. PANEL CLIP WITH SCREWS ROOF PANEL BUTYL TAPE UNDER CONTINUOUS CLIP VALLEY` FLASHING ...... ... .. .... .... .. 30# FELT PAPER & VERSASHIELD �- PLYWOOD:...:. .. . .... . X. SIDEWALL DETAIL (B) no li BOSTICK 9-15 SELANT STUCCO STOP MAJOR'S METAL PANEL . . . L METAL FLASHING "" " ' "' .... ... 0000 9909 . . . ...... ... ... . 30# ROOFING FELT •• •' ASTM D226 OVER VERSASHIELD 000 5/8" CDX � � *006 PLYWOOD on:* BOSTICK 9-15 SEALANT SIDEWALL DETAIL (B) no li r:. 1• g• VENT PIPE ROOF JACK (DEKTITE OR EQUAL) SCREWS AT 1" O.C. ROOF PANEL • •••• ••• • • • • •• • • • • •••• •• • ••• • • •••••• • ••• ••• •• •• •• • ••• 5/8' CDX PJ*YAQQD DECK • • r:. 1• g• � r / METAL SEALANT L -- #10X1.5" WOODGRIP SCREW Soso • • • •• •• • • 8 0 000.00 •• • ••• • •0•••e i • i0• SSSS 0•00 se•• 088.8• 8 00 • ••• o • • • • CAP AMCiIPED WITH #I&Xl.5• • • • •0000• 0 TRUEGRIC REMOVABLE %CREVUS o • • •8006• • • • • 08 • 0000 • • ••88 #10X1.5" WOODGRIP SCREW EMBEDD IN CAULK TOP & BOTTOM JOB NAME ROOF JACK DETAIL COMMEMMMESCRIPTION: STEEL (24 Ga.) - STANDING SEAM PANEL JOB NAME GOOSE NECK DETAIL MWIMENTSMESCRIPTION: STEEL (24 Ga.) - STANDING SEAM PANEL / METAL SEALANT L-- -- ---� #10X1.5° WOODGRIP SCREW •••••• •• • •• •••• •••• •• •••••• • ••• •• • #10X1.5" WOODGRIP SCREW EMBEDDIN CAULK TOP & BOTTOM JOB NAME GOOSE NECK DETAIL MWIMENTSMESCRIPTION: STEEL (24 Ga.) - STANDING SEAM PANEL