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RF-15-11Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-229241 Permit Number: RF -1-15-11 I Inspection Date: March 02, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: LEVINSON, GARY & GRATHENA Work Classification: Tile/Flat Job Address: 660 GRAND CONCOURSE Miami Shores, FL 33138- Inspector Comments Passed Phone Number (954)605-3617 CREATED AS REINSPECTION FOR INSP-228622. CREATED AS Parcel Number 1132060171980 Project: <NONE> REINSPECTION FOR INSP-225970. NEED: Contractor: TIGER & SON ROOFING Phone: (954)441-4630 Buildinq Department Comments RE- ROOF TILE AND FLAT ROOF. REPLACE WITH SAME TERRACOTTA COLOR THRU CLAY TILE FLAT ROOF Infractio Passed Comments INSPECTOR COMMENTS False WITH INSULATION Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-228622. CREATED AS REINSPECTION FOR INSP-225970. NEED: Ladder to second floor ❑Failed Renailing affidavit Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 March 02, 2015 Page 1 of 1 C I V I L Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175-1174 Tel: 305-823-8008 / 305-397-6414 EN6INEER Fax: 305-823-3300 / 305-884-8834 N Website: www.reilehengineering.com February 9, 2015 Tiger and Son Roofing 14401 Bass Creek Road Miramar, Florida 33027-3090 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 660 Grand Concourse Drive Miami Shores, Florida Information provided by client: Permit Number: RF -1-15-11 Date Completion: February 5, 2015 Roofing Contractor: Tiger and Son Roofing Project Number: 15-0115 (Testing Laboratory Certificate #11-0715-04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Verea Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 660 Grand Concourse Drive Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 15-0115 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 660 Grand Concourse Drive Miami Shores, Florida Project Number: 15-0115 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 15-0115 — Page 3 of 6 Test.Numbet Test Load lb Test stat"', 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation -- Project Number - 15-0115 — Page 4 of 6 Test Number Test Load 16411 -Test Status.. 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass Reileh Engineering Corporation -- Project Number - 15-0115 — Page 5 of 6 Test Number Test Load lb' Test Status' - 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass Test 1-24 Corner, 25-32 Ridge Caps, 33-61 Perimeter, 62-96 Field Reileh Engineering Corporation -- Project Number - 15-0115 — Page 6 of 6 3 Z, 81 t � 82 5 84 83 35 6 >9 78 36 g/ 86 85 88 18 19 20 2 76 75 9269 91 62 53 90 70' 74 779 51 17 50 4 94 73 60 59 41 99 72 42 96 71 95 16 22 10 61 15 II by 67 2356 69 48 68 55 63 70 43 64 66 62 57 47 14 58 24 12 44 45 13 80' 11;51111 MIMM1 - 24OCf O 0%4 CAP 11;51' LOCA110N FEW - 55 COU- 200 5F MOMM 29 NO. t5f LOCAION24 L CRM- MUM a - 3' MNOf15 00 111.�� f?IPGr; CAP - 8 COMP PMA - !)'X 3' AMR, POOP 11;51" LOCA110N5 ANP PIWWON5 RE: Permit # RF -1 —15-11 I JUAN PEREZ (print name and circle License Type) License #: CCC 1 326078 Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tet: (305) 795.2204 Fax: (305) 756.8972 DATE: 2/20/2015 licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about 21 41 S , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 660 GRAND CONCOURSE DR, MIAMI SHORES, FL (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 20A day FEB, 2015 Notary Public, Sate of Florida at Large +`' MY COMMSSION # FIF EXPIRES: MY s. 2D18 T?ffVNQWYPUWUMbWAW *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/2712009 RE: Permit # RF 1-15-11 I Juan Perez (Print name and circle License Type) License #: CCC 1326078 Miami shores Village INSPECTION AFFIDAVIT Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 1/16/2015 licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about 1/16/2015 at 1:00 prn _,I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 660 Grand Concourse Dr, Miami Shores, FL 33138 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based w44&3444,F.S) Sign State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 16 day of January 4 ;.�' , FERNANDA PEREZ Notary Public, Sate of Florida at Large _.: :: MY COMMISSIONskFFtooaos 8, �F` EXPIRES: July 8, 2018 Bonded tAru Notary P bdc Undeiwrdwrs `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection, Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 512112009 � o 12 Ole; BUILDING PERMIT APPLICATION Miami Shores Village JAN o 5 2014 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 10 rr� Master Permit No. 'a l -' )i b— ) I Sub Permit No F-1 BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 660 Grand Concourse Drive, City:_ Miami Shores County: Miami Dade zip: Folio/Parcel#:11-3206-017-1980 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Gary A. Levinson &W Grathena Phone#: 305-975-1357 Address: 660 Grand Concourse Drive City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: Gary@dgdlawfirm.com CONTRACTOR: Company Name: Tiger & Son Roofing Co Address: 14401 Bass Creek Rd City: Miramar State: Florida Qualifier Name: Juan Perez 954-441-4630 Zip: 33027 hone#: 954-675-7420 State Certification or Registration #: CCC1326078 Certificate of Competency #: _ DESIGNER: Architect/Engineer: N/A Phone#: Address: City: State: Zip: Value of Work for this Permit: $ . 71,4"L� Square/Linear Footage of Work: 1, <00 5 F Type of Work: ❑ Addition ❑ Alteration New 0 Repair/Replace ❑ Demolition Re roof Tile and Flat roofs ' k H -- Description of Work: �- �t tom' „�„�,. Ac:.a� k, LAI 6 ,N•" L-'Y%i� /�TI�� Specify color of color thru the -feac-tL cr tf, en - Submittal Fee $ Permit Fee $a�5n 0:�) CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee ..�$ Bond $ C;M TOTAL FEE NOW DUE > ��0. • 9-421- 10 ,. Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip a" 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. J SignatureSignature OWNER or AGENT CONT The foregoing instrument was acknowledged before me this The for oing instr ent " day of December 20 14 , by ( -y of December Gary Levinson who is personally known to Juan Perez me or who has produced FDL identification and who NOTARY KJBLIC: Sign: 9 i Print: rnanda Perez oath. FERNANIM PEREZ MY COMMISSION M FF 100409 EXPIRES: July 8, 2018 Bonded Tin Wert Pu* UndennAeB as me or who has produced FDL identification and who did take an NOTARY P BLIC: Sign: Print: Fernanda Perez Seal: Seal: owledged before me this ,20 14 by who is personally known to FERNAWA PEREZ MY COMMISSION # FF 100409 EXPIRES: July 8, 2018 Bonded Tleu Notary Public Und0raftte as APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk �T STATE OF FLORIDA -r= DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET COD 0.T TALLAHASSEE FL 32399-0783 PEREZ, JUAN PABLO TIGER & SON ROOFING COMPANY 14401 BASS CREEK ROAD MIRAMAR FL 33027 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487-1395 .................... RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC 1326078 The ROOFING CONTRACTOR Named below IS CERTIFIED: Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 II �I PEREZ, JUAN PABLO TIGER & SON ROOFING C:ONIPANY ; 14401 SW4$COURT 1 MIRAMAR SFL, 627 II ilv, R lhi Illlill ■ wu 'HG4hI1jq 11, Y,ti u 61u M ,;,� ❑ .. 1 ISSUED: 08/18/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408180001364 CERTIFICATE OF LIABILITY INSURANCE Date 12/30/2014 Producer: Plymouth Insurance Agency 2739 U.S. Highway 19 N. This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend Holiday, FL 34691 or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # (727) 938-5562 Insured: South East Personnel Leasing, Inc. & Subsidiaries Insurer A: Lion Insurance Company 11075 Insurer B: 2739 U.S. Highway 19 N. Insurer C: Holiday, FL 34691 Insurer D: Insurer E: Coverages 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. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Claims Made ❑ Occur Damage to rented premises (EA occurrence) $ Med Exp Personal Adv Injury General aggregate limit applies per: General Aggregate Policy 11 Project 11LOC Products - Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) Bodily Injury All Owned Autos Scheduled Autos (Per Person) Bodily Injury Hired Autos Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑ Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 x WC Statu- I OTH- Employers' Liability tory Limits ER E.L. Each Accident $1,000,000 Any proprietor/partner/executive officer/member excluded? NO E.L. Disease - Ea Employee $1,000,000 If Yes, describe under special provisions below. E.L. Disease - Policy Limits 1 $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 36-65-135 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Tiger & Son Roofing Company Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: FL. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: ISSUE 12-30-14 (EP) Benin Date 9/29/2013 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 414 Ao HL 4111,-1/C" DATE(MMIDDfYYYY) CERTIFICATE OF LIABILITY INSURANCE12/30/2014 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: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the Policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT- ANDYS ASSURANCE AGENCIES NAME: PHONE 1441 W Flagler St ac No EXt: C305j 642—$407 EMAILuc No:(305) 643-5969 Miami, FL 33135 ADDRESS: 1 oreta@andysassurance. com INSURER A MAXUM INSURED TIGER & SON ROOFING COMPANY T 14401 BASS CREEK RD. INSURER D MIRAMAR, FL 33027 INSURER E COVERAGES 1`1=071CIPA70 n! THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE RC V 101UN INUIVItitK: BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES WITH RESPECT TO WHICH THIS I DESCRIBED EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN HEREIN IS SUBJECT TO ALL THE TERMS, INSR REDUCED BY PAID CLAIMS, AADL S BR LTR TYPE OF INSURANCE INSR WVo POLICY NUMBER MMIDD/YYYYY MMLDIS) YY LIMITS GENERAL LIABILITY X TACH OCCURRENCE $ 1 , 000 , 000 COMMERCIAL GENERAL LIABILITY CLAIMS PREMISE�CSEaEoc�wrrence $ 50,000 -MADE I •• OCCUR A BDG0077934-02 MED EXP (Any one person) $ 1-10-00 I 10/25/14 10/25/1.5 PERSONAL& ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ 2,00 O PRO- X POLICY LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT - Ea accident g 7 ANYAU70 ALL OWNED SCHEDULED BODILY INJURY person) BODILY INJURY (Per accident) $ AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS PE Y DAM Per accident m UMBRELLA LIAB OCCUR EXCESS LIAR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION$ WORKERS COMPENSATION $ AND EMPLOYERS' LIABILITY Y/N WC STATU- TH- TORY LIMIT ANY PROPRIETOR/PARTNERIEXECUTNE OFFICERIMEMBER EXCLUDED? NIA EL EACH ACCIDENT $ l (Mandatory ri NN) Ityes, fi yes, describe under 8.L DISEASE - EA EMPLOYE "$ DESCRIPTION OF OPERATIONS below E, I. DISEASE -POLICY LIMIT $ ! DESCRIPTION nP r1PPRATICIMC E i nr•nrin.c ...� j ROOFER MIAMI SHORES VILLAGE 10050 NE 2 AVE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES, FL . 33138 ACCORDANCE WITH THE POLICY PROVI S. AUTHORIZED REPRE TATIVE 0 1988-20 0 AC RD CORPORATION. All rights reserved. ACORD25(2010/05) The ACORD name and logo are registered marks of ACORD • 001964 Local Business Tax Receipt Miami—Dade County, State of Florida. -THIS IS NOTA BILL - DO NOT PAY 4010427 BT�1) BUSINESS NAME&OCATION RECEIPT NO. EXPIRES TIGER & SON ROOFING COMPANY RENEWAL SEPTEMBER 3Q, 2015 DOING BUS IN DADE CO 2940212 Must be displayed at place of business .' MIAMI FL 33000 Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED TIGER & SON ROOFING COMPANY 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s)' 1 CCC1326078' $75.00 07/22/2014 CHECK21-14-029772 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— MiamiIDade Code Sec 6a-276. For more information, visit www.miamidade.govAoxceltector 12 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER r. F' Summary Report Property Information Folio: 11-3206-017-1980 Property Address: 660 GRAND CONC Owner GARY A LEVINSON &W GRATHENA Mailing Address 660 GRAND CONCOURSE DR MIAMI SHORES, FL 33138 Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 5/5/0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 4,993 Sq.Ft Lot Size 13,299 Sq.Ft Year Built 1940 Assessment Information Year 2014 2013 2012 Land Value $266,066 $246,396 $162,538 Building Value $419,885 $424,269 $455,757 XF Value $33,357 $33,730 $36,631 Market Value $719,308 $704,395 $654,926 Assessed Value $676,049 $666,059 $654,926 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $43,259 $38,336 Taxable Value Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000t $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 4 AMD PB 15-14 LOT 5 LESS E5FT AND ALL LOT 6 BLK 102 LOT SIZE 102.30 X 130.00 OR 20035-3248 10 2001 1 Generated On : 12/16/2014 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $626,0491 $616,059 $604,926 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $651,049 $641,059 $629,926 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $626,049 $616,059 $604,926 Regional Exemption Value 1 $50,0001 $50,000 $50,000 Taxable Value 1 $626,049 $616,059 $604,926 Sales Information Previous OR Book - Price Description Sale PageQualification 2008 and prior year sales; Qual by 10/01/2001 $642,500 20035-3248 exam of deed 2008 and prior year sales; Qual by 06/01/2000 $445,000 19131-0244 exam of deed 03/01/1995 $335,000 16711-1065 2008 and prior year sales; Qual by exam of deed 2008 and prior year sales; Qual by 08/01/1985 $280,000 12622-2157 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version http://www.miamidade.gov/propertysearch/index.html 12/16/2014 Tiger & Son Roofing Company 14401 Bass Creek Road Miramar. FL 33027 CONTRACT Dade Phone: (305) 635-1700 Broward Phone: (954) 441-4630 Fax: (954) 499-4446 License No CCC1326078 Proposal Submitted to: Grathena Levinson Ph:(305) 975-1357 Date: 12/17/2014 Street: 660 Grand Concourse Dr Job Name: Reroof City, State and Zip Code: Miami Shores, FL 33138 Email: gary@dgdlawfirm.com We propose hereby to furnish materials and labor -complete in accordance with specifications below, for the sum of: dollars ($ 24,500.00 ) Payment to be made as follows: 20% deposit, 30% at job start, 30 % at delivery of tile, and 20 % at final inspection All material is guaranteed to be specified. All material to be completed in a workmanlike manner according to standard practices. Any additional change made to this contract at the time of the tear -off of the roof that guarantees installation of an appropriate deck for the required system shall be done. For this reason at the time of the tear -off the owner or someone they trust must be present. If no one is prevent, owner must accept all of the changes performed . Owner to carry fire, tornado and other necessary insurance. Our workers are fully coverKby UVo*er's Compensation insurance. ldote``This proposal may be withdrawn by us for any applicable price revisions We hereby submit specifications and estimates for: RE -ROOF -TILE (Adhesive Application) • Remove existing roof to the deck and remove all debris from site. • Re -nail existing deck to meet current Florida Building Code requirements. • The first 300 linear feet of damaged deck wood replaced in the entire roof (Tile and Flat roof) are free . Additional lumber work will be charged as per to the specifications on the Lumber Price Sheet. • Tin cap one layer of base sheet #30 Ib ASTM with 1 W ring shank nails and 1 5/8" tin caps. • Tin cap the perimeter in a length of 3' from the eave drip metal at 6" on center. • Provide and install 3" x 3" galvanized eave drip metals color around the perimeter of the roof nailed 4" on center staggered. • Seal the finishes of the metals or felts with roofing cement and 4" Membrane. • Hot mop valleys with an additional slate # 90 and mop a 16" galvanized valley. • Seal the borders of the valley with a 9" strip of #90 LB felt set in hot asphalt. • Provide and install new lead stacks for plumbing pipes and vents approved by code, as applicable. • Install galvanized 5" x 7" (L) wall flashing and counter wall flashing metal as required. • Provide and hot mop one slate sheet of #90 LB set in hot asphalt. (Back nailed 12" on center) • Install new galvanize hip and ridge metal frame nailed 4" on center, sealed with roofing cement. • Supply S Clay Tile, (customer to select manufacture and color). • Tile: SPAIN "VEREX Initial: • Color: TERRACOTTA Initial: • Install hip and ridge tiles to metal frame to meet current code uplift resistance. • Install bird stops of metal, clay, or rubber, depending on the type of tile, around the perimeter of the roof. • Install tile with poly -foam adhesive system and screws, as applicable on required rows. • The finish of the tile is done with mortar matching the color of the tile or gray mortar. • Provide an uplift test by a certified engineer after the installation of the tile. • Remove all debris away from site, caused by the process of completing the job • Supply permit required by the city. Note: Customer is responsible to trim all branches of tree(s) around the roof to prevent more damage The Contractor shall furnish and install the necessary materials as required to perform the work described in the proposal above. The Owner is entitled to receive the benefit of any and all manufacture warranties that exist for materials used, provided that the Contractor has been paid in full. The Contractor excludes from this guarantee any losses occasioned by tornadoes, hurricanes, or any other natural disaster. Also excluded from this coverage arc leaks caused by footwear or any subsequent construction or installation of equipment on the roof. Contractor will not be liable for any delays due to circumstances beyond its control, such as strikes, casualty, or unavailability of materials. Tiger and Son Roofing is not responsible if at the time during the roofing work existing roof is found not to meet Building Code requirements. In addition, owner is to continue to perform all payments as listed on the contract. This guarantee is not transferable, unless the parties expressly agree otherwise. The price quoted above is for the proposed work only, where during the removal of the existing roof (where applicable) it is found that additional repairs are needed, this may increase the cost of the job. The contractor is not obligated to continue to perform work where any payment is not timely paid by the owner. If the Contractor does not receive payment in full, contractor reserves all rights to pursue such claims, debts, or causes of action againsfthe owner, including but not limited to imposition of mechanic's liens. Where the parties under this Agreement pursue legal action based on this Contract, the prevailing party shall be entitled to all attorney fees and court costs, including any costs associated with an appeal of this matter. Guarantee is from completion date plus TEN YEARS ACCEPTANCE OF CONTRACT: The above specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. a, Date of Acceptance: , Signature Tiger & Son Roofing Company 14401 Bass Creek Road Miramar. FL 33027 CONTRACT Dade Phone: (305) 635-1700 Broward Phone: (954) 441-4630 Fax: (954)499-4446 License No CCC1326078 Proposal Submitted to: Grathena Levinson Ph:(305) 975-1357 Date:12/17/2014 Street: 660 Grand Concourse Dr Job Name: Reroof City, State and Zip Code: Miami Shores, FL 33138 Email: gary@dgdlawfirm.com Ve propose hereby to furnish materials and labor -complete in accordance with specifications below, for the sum f: dollars ($_6,500.00 ) Payment to be made as follows: 20% deposit, 30% at job start, 30 % at dry in, and 20 % at final inspection All material is guaranteed to be specified. All material to be completed in a workmanlike manner according to standard practices. Any additional change made to this contract at the time of the tear -off of the roof that guarantees installation of an appropriate deck for the required system shall be done. For this reason at the time of the tear -off the owner or someone they trust must be present. If no one is present, owner must accept all of the changes performed . Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Worker's Compensation insurance. Auth`briz,60 Sigr lure f Nota., -This pl`dposal may be withdrawn by us for any applicable price revisions We hereby submit specifications and estimates for: RE -ROOF - FLAT ROOF APPLICATION (With TAPERED INSULATION) • Remove existing roof to the wood deck and remove all debris from site. • All lumber replacement will be charged according to the lumber price sheet. • Re -nail existing roof deck and beams to meet the current Florida Building Code requirements • Tin cap one base sheet felt #75 Ib. with 1 %" ring shank nails and 1 5/8" tin caps. • Provide and install 1" x 6" wood nailer at perimeters. • Provide and install new Roof Crickets using Tapered Roof Insulation to prevent water from ponding, as applicable. • Provide and install 1/4 Tapered roof insulation set in hot asphalt. • Provide and install one layer of perforated strata vent set in hot asphalt. • Provide and Install one layer of Rubberoid 20 Smooth set in hot asphalt type 3 • 5 Provide and Install new 4" Aluminum retro fit Drain (Note: We recommend owner to install 6" plumbing pipe to allow for faster and proper water drainage to prevent water back flow. Customer is responsible to hire plumber contractor) • Provide and Install galvanized 5" x 7" (L) wall flashing and stucco counter wall flashing metal as required. • Provide and install new lead stacks approved by the Building Code. • Provide and install 3" Insulation around the windows at the Flat roof. • Provide and install 3" x 4" wood nailer around the windows at the Tile roof • Provide and install galvanized 4" x 5" skirt flashing metal color Terracotta around the perimeter at the tile and flat roof tie-in • Seal all the base flashings of the windows with 100% silicone waterproofing sealant. • Primer all metals with asphalt primer so they may work well with the asphalt setting. • Provide and install one new 6" One Way Moisture vent every 600 Square Feet. (This one way moisture vent will elongate the life of the roof by allowing trapped moisture to flow out). • Install one layer of white mineral surface Cap Sheet felt set in hot asphalt type 3 as the roof surface. • Apply loose granules over asphalt bleed outs. • Remove all debris from site caused by the process of completing the job. • Supply roofing permit. Notes: if customer chooses to install 2'x 2' skylights, the additional cost to the contract is $400.00/each. GUARANTEE: The Contractor shall furnish and install the necessary materials as required to perform the work described in the proposal above. The Owner is entitled to receive the benefit of any and all manufacture warranties that exist for materials used, provided that the Contractor has been paid in full. The Contractor excludes from this guarantee any losses occasioned by tornadoes, hurricanes, or any other natural disaster. Also excluded from this coverage are leaks caused by footwear or any subsequent construction or installation of equipment on the roof. Contractor will not be liable for any delays due to circumstances beyond its control, such as strikes, casualty, or unavailability of materials. Tiger and Son Roofing is not responsible if at the time during the roofing work existing roof is found not to meet Building Code requirements. In addition, owner is to continue to perform all payments as listed on the contract. This guarantee is not transferable, unless the parties expressly agree otherwise. The price quoted above is for the proposed work only, where during the removal of the existing roof (where applicable) it is found that additional repairs are needed, this may increase the cost of the job. The contractor is not obligated to continue to perform work where any payment is not timely paid by the owner. If the Contractor does not receive payment in full, contractor reserves all rights to pursue such claims, debts, or causes of action against the owner, including but not limited to imposition of mechanic's liens. Where the parties under this Agreement pursue legal action based on this Contract, the prevailing party shall be entitled to all attorney fees and court costs, including any costs associated with an appeal of this matter. Guarantee is from completion date plus Refer to Page One of Contract. ACCEPTANCE OF CONTRACT: The above specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Date of Acceptance: Signature �s 2 a NO lasewpalNo. Prodoss No. •� o lobAddron— •• • • • • Vim.... 00& 06 ROOF CATEGORY S( Low Slope ON A Fasbned Tile Atlt�estv+r $a rn 3 Asp wft -D -New Pete. DWWW Shin" Are there CI Prsecriptlw t;UR-RA81SQ Gas vent Stacks? 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[11111111 f>I;�#iaiili#i11#11a11111t1t1a ■1�l!l!/11l►a!i%11e11+iilatii11i"! 'ya�a11rtaia11sl11rs11C.11wi`l1111111i11i,l+■!■i. 1lyre\11!11!11'11n1`1\11I1r1/1111111!11111i##111111!#1111!1111##l!:l11li11aa1111tl11l!lrer`�_iIilirail11r•11sa11r<1141 _,I !I • L :1 IRS mf:;ii#1L, I !:,a_ ZV 1- 04 Oro" HIM: O\11i11Y11a.a1/la1fif#u1!11ial1s!il!#11f■lMICR11:#illimat l 'Ra1111INMAYalal11ll1#ln11 1Lr it ■■■�ila11aiaa.\.faaalfaa:a►�aaaaral a1 ta■ae1 ffatla ill't111M11aiYlaaaailllrrilal 8117.1 fit .a f 111La ■ !#fi!!11�\!111111!#11a11.1l1111Jt\i Ellaw ■eMa1111lf11a11111111!##11##11ia1111�N111l1ar11lt11 t''tnga�`!##11lillWaaaiaa#aiii�sta ifloan#■a#ilrll1111i11iaiii<aaaifi11l[G.ailll�:eillL-II - Vr■�irrrair■�r�:rr��arrr■.■at��rrr_��or■eal•IliliitlllY llaaitflrWaaaa■Iht\1111111■7111#i��Il . ,a ■■sear ■1111!11 Fa;B (or"dufk�sng �ade�010 Edition High VelocKyHut'f W3he•Zbrfe Udifbttn Permit Application Form ftao.aQ �L.11IMred.11�11Pgj ftp • • • • • • • • • • • • Fill In SPWAC Roof AIWKO Y C;o�. S .Fa#Iww Spacing for Anch m9w Shoot and Attachment (if a convonent is rat used, kteritiiy as •N+9 • • • • •• • ;3ystem aLap. oc Deshin Wiind Pressures. from RAS 128 or CaWa w. Max. Design Pressure. From Spedk NOA Sysim — DOCIC r , t�sugeJTtds: 'lope: t r yNy w. !: • oc ph Liap, # Rows a • 00 11 Nun*w of Fasteners Per lnsul ` Board Field Perimeter or �fliuv h of m components flioted and Details as Applicable; Woodblocidng. Ginter, Edge Twn*mWn, Stripping, fleshing, Contimme Clest. Cant Strip, Base Rashing, Counter- Flashing. Coping, Etc. Aruhor Mse Sheet & No. of PlAsyl± Wicift:.M n Roof Haight, Pampa# "WOW, Height of Base Flashing, Component Material. Atho�r®ua1enedBondit Material: MaterW Thickness, Fastamr Type, Fastener Spacing or Submit Manifaaturers details that fnsufttion Base with RAS 1 i and Chapter 18. fAW Base trrsniatbn 8ixeand T1�Cicness• bh:; �r� d {� ,� . f Base insulation F .ng Material;Liam Qpl�'N%4 Top Insulation layer: - - /f,_. F i'. Top tnsu}aiion Siwe and nwvww Top insulation Fasta offlonding Ma"t i masih=F --- s} a No. of s}: twil�- sterrar� i4letai' Ply shoet(s).& No, of Piy(s); _ =r nc� Muriel• T Top 14f. T� ixly as�errl O MG Rod Fh► .. . . ... ... . . ... .. . .. .. . . . . . %: . . . . . . . ff.C'1014 R440;.13t HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS . . . ... . ... . . . .. . . . .. . R4402.13.1 Scope. As it pertainslo 1hissectiiog, ii iethe rbspOnsib%y of the roofing contractor to provide the owner with the required roofing perriRiT, ar4to ezpiainlolhe o4wr Mcontent of this section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items shout Lbj cVdrgss (ld aspart of the agreement between the owner and the contractor. The owner's initial in the adjacppt bQx fn jicotq%that the item has been explained. 1. Aesthetics -Workmanship: Th2 wdrkn1*adthVPrdtifsions of Section R4402 are for the purpose of provi ing 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. �aL'— .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 work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the 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 Sections R4402, R4403 and R4413. 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. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. _12 / j / 14 Own /Aser A66nt's Signature Date 660 Grand Concourse Dr Property Address Permit Number COI;NTY . ... . . ... % .. % .. . . . . . . . • . . . . ... . . . . .. . • • . ••• • ••• . . .. . . . .. . . . . . . . •• • • .. • • • • . • • • • ••• • • ••• • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISIOiN .. ... .. NOTICE OF ACCEPTANCE ki(i j) ::. : • • • • UAh •• • • • • • ••• •• 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.gov/economy 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 Miarni 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. DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DAD� I4l NOA No.: 13-1022.15 Expiration Date: 11/04/18 9 Approval Date: 11/06/14 Page 1 of 16 . . ... . . . %: ... .. .. . . • • • • • . . . . . . . . . . . . ... . . . . ... . ... . ROOFING SYSTEM APPRO' ;:L'. ... Catego • �' RogAng:. Sub -Category: BUR Material: Fiberglass DeckType: Wood • • •• :0. T •' • • • • Maximum Design Pressure• ' ' • • • ' • • • -75 psi' TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE Z Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.37" (1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GA17GLAS000 Ultima'� 39.37' (I meter) Base Sheet Wide GAFGLAS® F1exP1y" 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM BUR Mineral Surface Cap Sheet 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide ASTM D4601 Type I1 asphalt impregnated and coated, fiberglass ASTM D4897 Fiberglass base sheet coated on both sides with base sheet. ASTM D2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced ASTM D4897 A nailable, fiberglass base sheet impregnated and with mineral granules. 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced wide with mineral granules with factory applied EnergyCote GAFGLAS® Stratavent® Eliminator"4 Perforated 39.37" (1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with Venting Base Sheet Wide asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS Stratavent® Eliminator Nailable 39.37" (1 meter) ASTM D4897 A nailable, fiberglass base sheet impregnated and Venting Base Sheet Wide coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Ruberoid® SBS Heat- Weld" 39.37" (1 meter) ASTM D6164 Non -Woven Polyester mat coated with polymer - Smooth Wide modified asphalt and smooth surfaced. Ruberoid® SBS Heat- 39.37" (1 meter) Weld 25 Wide Ruberoid® 20 39.37" 0 meter) Wide Ruberoid® Mop Smooth 39.37" (1 meter) wide MIAMI•DADE COUNTYZI ASTM D6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D6163 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D6164 Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 2 of 16 •• •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• TRADE NAMES OF PRODUCTS MANl&ACTXRW'OR 1-:A=ED BY APPLICANT: . . • • • • of • • •• • • : TAJ3tE I ' o• Test 00"Product Product Dimensions .. 0 Sperificatio '4.. .. Description FireOut Fire Barrier 5, 55 gallon's'. ' ' • g PO 1ri! y� Low VOC, water based fire barrier coating. Coating , . , , 0 0 • :00 • 0 0 VersaShield®Fire 350 sq. ft. roll ASTM D226 Non -Asphaltic Fiberglass -Based Underlayment. Resistant Roof Deck Protection Topcoat® Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer EnergyGuarcr Polyiso Insulation Polyisocyanurate foam insulation With Current NOA) GAF EnergyGuard"' RA Polyiso Insulation EnergyGuard" RN Polyiso Insulation EnergyGuarr Perlite Roof Insulation EnergyGuard"m Perlite Recover Board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board. Perlite recover board EnergyGuard— RA Composite Polyiso Polyisocyanurate foam insulation with high Insulation density fiberboard or Permalite perlite insulation Securock® Gypsum -Fiber Roof Board Gypsum roof board StructodeO High Density Fiber Board High density fiber board DensDecko Roof Board APPROVED Gypsum board GAF GAF GAF GAF GAF United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 3 of 16 NOA No.: 13-1022.15 MIAMI•DADE COUNTY Expiration Date: 11/04/18 �Fjgg' 401 Approval Date: 11/06/14 Page 4 of 16 • ... ... .. .. . . . .• .. . . . . . . . . . . . APPROVED .. .. FASTENERS. �' •• ' . ..... . . .. • • • • =TABLE 3' :' • Fastener Product Product Manufacturer Number Name dies—cry en' .:' Dimensions (With Current NOA) 1. Drill-TecTM #12 Fastener i Jfis4la1io%fhs;ertr:fpj sW1, various GAF wood & concrete decks. 2. Drill-TeeTT' #14 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 3. Drill-TecTM XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-TecTM ASAP 3S Drill -Teo"" #12 Fastener with Various GAF Drill-TecTM 3" Standard Steel Plate 5. Drill-TecTM 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill-TecTM fasteners. 6. Drill -Tec TM 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill -Tec" fasteners. 7. Drill-TecTM AccuTraco Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill-TecTM #12 Fastener, Drill-TecTM #14 Fastener and Drill -Tec T. #15 Fastener. 8. Drill-TecTM AccuTrac® Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill -Tec TM fasteners. NOA No.: 13-1022.15 MIAMI•DADE COUNTY Expiration Date: 11/04/18 �Fjgg' 401 Approval Date: 11/06/14 Page 4 of 16 EVIDENCE SUBMITTED: Tes�c Factory Mutual Research Corp. UL LLC PRI Construction Materials Technologies, LLC IRT of S. Fl, Trinity I ERD • . .,, , . . ,•, ... ..... . . .. . • ' . . . • • ?Ls"t Idea . ' • • . • • tifie? Description J.I. 2138A4.AM . J'I.t1;9T►*AVS .•' •o' ••J.LtiD1AB.AM' ••• •• J.I. OY9QS.AM 3029832 R1306 GAF -012-02-02 GAF -020-02-01 GAF -082-02-01 GAF -084-02-01 GAF -270-02-02 GAF -276-02-01 Rev GAF -276-02-02 GAF -306-02-01 GAF -314-02-01 GAF -315-02-01 GAF -369-02-01 GAF -417-02-01 GAF -464-02-01 GAF -499-02-01 GAF -500-02-01 02-005 02-014 G30250.02.10 -3-R1 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11-4 G34140.04.11-5 G34140.04.11 -5-R1 G40630.01.14 -2A-1 G43610.01.14 G6850.08.07-1 G30250.02.10 -3-R1 4470 4470 4470 4470 4470 4470 UL 790 ASTM D4977 ASTM D4977 ASTM D6083 ASTM D6083 ASTM D226 ASTM D6083 ASTM D226 ASTM E96 ASTM D2178 ASTM D2178 ASTM C 1289 ASTM C1289 ASTM C1289 ASTM D6083 ASTM D6083 TAS 114 TAS 114 ASTM D3909 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6401 ASTM D4897 ASTM D4897 ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 Date 07/02/97 01/08/98 07/09/99 07/29/94 04/01/98 05/11/07 07/22/13 11/06/01 02/01/02 05/07/06 05/09/06 11/15/10 12/16/10 11/15/10 07/07/11 08/23/11 08/23/11 10/22/12 05/28/13 10/22/12 03/12/14 03/12/14 01/18/02 03/22/02 11/26/12 03/31/10 11/16/11 04/25/11 04/25/11 04/25/11 10/18/13 01/07/14 01/22/14 08/13/07 11/26/12 NOA No.: 13-1022.15 CMLAMI-M"= DADE COExpiration Date: 11/04/18 � � Approval Date: 11/06/14 Page 5 of 16 . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . . . ... . . . . .. . APPROVED ASSEMBLIES • • • . .. .. ... Membrane Type: BUR • • Deck Type 11: Wood, Insulated Deck Description: 19/32" or greater plywood or vvoocLplak: :. System Type A: Anchor sheet mechanically fds'tentsd,'all layerrs bf ihluMion adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut"4 Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck Protection or (optional) Securock® Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS° #80 UltimaT' Base Sheet, GAFGLAS® Stratavent® Eliminator T. Nailable Venting Base Sheet, Ruberoid° 20, Ruberoid® SBS Heat -Weld" Smooth or Ruberoide Heat - Weld""' 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex Ply TM 6, GAFGLAS® #75 Base Sheet or any of above anchor 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' F1exPlyTm 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT"' #12 Fastener, Drill-TecT"' #14 Fastener and Drill-TecT' 3" Steel Plate, Drill-TecT"' AccuTrac0 Flat Plate or Drill -Tec T. AccuTrac® Recessed Plate 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. (aximyn�3esign Pressure ,45 psf. See General Limitation #7) L GAFGLAS F1exPly 6, GAFGLAS® #LS�ase._'�heet or any of above anther -'sheets '`I attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (M imum n Pire0aze52.5 psf. See General Limitation #7) GAFGLAS® #80 UltimaT"' Base Sheet, Rubero 0, Ruber ' mom, �sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT"` #12 Fastener, Drill-Tec T"' #14 Fastener and Drill-TecT 3" Steel Plate, Drill-TeC m AccuTraco Flat Plate or Drill-TecT"' AccuTraco Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec"' 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.: 13-1022.15 MIAMI•DADE COUNTYM Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 6 of 16 Fastening Options: (Continued) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . GAFGLAS° #75 Base Shee; o; any of al ; e 1*whor s%eet:s&ttached to deck with Drill -Tec'"' #12 Fastener or Drill -Tec # 14 F.4tener Vtl _; Drill -1 ec • 3D Steel Plate, Drill -Tec""' AccuTrac® Flat Plate or Drill-TecAccuTrac®Recessed Plate 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-7$PS*f.�* �ejtZai:Limitajion 07) .. . . . . . see .. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener - .- (Table 3) Density/ft2 neE rgyGuardT"' Polyiso I� tion ,EnergyGuard" RA Polyiso Insulation, EnergyGuard"" RA Composite Polyiso Insulation Minimum 1" thick N/A N/A EnergyGuardT"' Perlite Recover Board Minimum'/Z" thick EnergyGuardT"' Perlite Roof Insulation Minimum'/," thick N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent® EliminatorT" Perforated Venting Base Sheet laid dry or a layer of EnergyGuarC Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Base Sheet: Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima""' Base Sheet, GAFGLAS® Stratavente Eliminator -'m Perforated Venting Base Sheet, Ruberoid° Mop Smooth, Ruberoid® 20, Ruberoid° SBS Heat-Weld"M Smooth or Ruberoid® SBS Heat -Weld" 25 direct y overt e top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex Ply T`" 6 sheet or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapT B°'✓ U- neral 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 on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options. NOA No.: 13-1022.15 MIAMI•DADECOUNTY Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 7 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . WOOD DECK SYSTEM LIMITATIONS: •. • • • .. . . . . . . . . .. . . . . . . . . . . 1 A slip sheet is required with GAFGLAS" Ply 4 and GAFGLAS®Flex PIyT"' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeckT"Roof Board or %" Type Xg�o psKrriboaxd is acccptahlW be installed directly over the wood deck. • • • • • • .. .. . . . GENERAL LIMITATIONS: ..... Pi 4 8. a 10. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 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 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 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 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 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 Professional Engineer, Registered 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. 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.) All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 MIAMI-DADECOUNTY Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 16 of 16 . . ... . . . ... .. .. . . . . . . . . . . . . . . . . ... . . . . .. . Home Quick Guide Contact Us UL.com , •, , ; • • • • .. . . . ..... . . .. TGFIFJ,13U,6 •,: ,;, Roofing Systems .... . .. ... .. .. .. . ....... Page Bottom Roofing Systems See General Information for Roofing Systems BUILDING MATERIALS CORP OF AMERICA, DBA GAF R1306 1361 ALPS RD WAYNE, NJ 07470 USA "Ruberoid® 20" or "Ruberoid® 20 HT" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 -in. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "Tri -Ply® Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" in hot roofing asphalt. "EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuardTM RF" in any applicable Classification. "GAF Stratavent® Eliminatorrm Venting Base Sheet (Mailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EnergyGuardTM RF" insulation in any of the following systems. Unless otherwise indicated, the roof insulat4bt igrnecWcoly fa%tpneo-, adhered with hot mopping asphalt or UL Classified urethane:in'sulItion Adhethie.•Potystytgne referenced in any of the following Classifications include "EnergrfGt"TM EPS fnsulatr'on'�•• Unless otherwise indicated, all insulations ma�'b$ adhrrgd;witlj any.WC Classified Insulation Adhesive per the manufacturer's installation instrjjohs. &,,d1uMng ERF Adhesive O) in any applicable Non -Combustible Roof Deck Clagslficatlbnl.• ' ' • • • • • References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". "EnergyGuardTM Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS(I #75 Base Sheet" or "Tri -Ply® #75 Base Sheet", or "GAFGLAS® #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri-Ply(t Ply 4", or "GAFGLAS® Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® EliminatorTM Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminatofrm Venting Base Sheet (Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminatorrm Venting Base Sheet (Mailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS(t Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid®" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITEV" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. • • • • • • • • • • Unless otherwise indicated, the roof insulat4bt igrnecWcoly fa%tpneo-, adhered with hot mopping asphalt or UL Classified urethane:in'sulItion Adhethie.•Potystytgne referenced in any of the following Classifications include "EnergrfGt"TM EPS fnsulatr'on'�•• Unless otherwise indicated, all insulations ma�'b$ adhrrgd;witlj any.WC Classified Insulation Adhesive per the manufacturer's installation instrjjohs. &,,d1uMng ERF Adhesive O) in any applicable Non -Combustible Roof Deck Clagslficatlbnl.• ' ' • • • • • References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". "EnergyGuardTM Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS(I #75 Base Sheet" or "Tri -Ply® #75 Base Sheet", or "GAFGLAS® #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri-Ply(t Ply 4", or "GAFGLAS® Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® EliminatorTM Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminatofrm Venting Base Sheet (Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminatorrm Venting Base Sheet (Mailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS(t Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid®" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITEV" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. • • ••• • • • ••• :0-0: • • • • • • • Structural cement fiber building units are cpn�i4Cred sV"e-to be included as a deck in the following Class A, B or C systems listed ovei*C-.15M?.of NG ' • • 99* . goo . • .. . . goo The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2 -in. minimum JAek;gjpjuV1 toareris an acceptable alternate for minimum insulation over C-15/32 thick roof clocks:: :::.' : • •. • • , • • • • • The use of polystyrene insulation board between minimum 3/4 -in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuardTM RA" or "Tapered EnergyGuardTM RA" or "EnergyGuardTM Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT® Fireshield MB" at 21/2 to 3-gal/100-ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. Class A 20. Deck: C-15/32 IncUfte: J: •, ; • • „ • • Base Sheet: — One ply Type G2 " CkAFQLA t j7yrAe thee*{'. or "Tri -Ply® #75 Base Sheet" mechanically fastened. ' "'0 0 • • • • Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanicallYiastoned o4flot blappEd or adhered with OMG Inc. "OlyBond Fastening System" or anp TKi dais jAid}nsullion adhesive. Base Sheet: — One or more plies "RUeroid® 20"•oi'"Rii Mid® 20 HT", hot mopped or mechanically attached. Cap Sheet: One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri - Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapTM BUR Mineral '�--._surfaced Cap Sheet." "' Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Applicatlin farm:.::: §01 D jAjM §W229.R.O..Of .*.:Oo .: :00 Roof System Manufacturer: --Lt' Nonce afAcceptance Number. Minimum Design Wind Pressures, It Applicable (From RAS i2T or C"lodons): Maximum Design Pressure (From the NOA Specific System): Method of We Roof Slope: :12 Ridge VWWIvdOn? r\j � Mom Roof Melobt.—I, E t • • ••• • • • ••• r, 1 e • • • • �f • •c • ti bb & P ROOF V.4BI•IE; V4ii00F4 S7*M*UCTURES • ••• • • ••• • Florida Building Code Edition 2010 •••:: ••• :•• •'• High -Velocity Hurricane Zone Uniform Permit Application Form. ; ; ; ; ; • ; ; •• • • • • • ••• •• Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127' aa,7 # (P1 �® 1' P% x) f' _ / f v - Mg: ); = Mrl rf 1 Product Approval Mf Js �- 'r (P2: kL x 2. - ' Mg: = Mr2 4-2-0 Product Approval Mf 4T (Pg: x 7 - Mg: = Ivir3 e 196- Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Renuired Moment of Resistance (M-) From Tahle Below Product Aonroval Ms _ Mr required Moment Resistance* Mean Roof Height -• Roof Slope 15' 20' 25' 30' 40' 2:12 34A 36.5 ,3 . 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32,2- 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 ..- 28.0 29.4 30.5 32.4 7:12 ,24.4✓ 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. r` For Uplift based rile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Where to Obtain Information Method 3 "Uplift Based Tile Calculations Per RAS 127" (pl: x L = x w: = - W: x cos B = Frl Product Approval F , (P2: x L = x w: = ) - W: x cos B = Fr2 Product Approval F' (P3: x L = x w: = ) - W: x cos B = Fr3 Product Approval V Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Joy°`Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M€ Product Approval Attachment Resistance e f Product Approval Required Moment Resistance �p M Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resis ce Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval MIAMI ••• ••• r %;iv; t► DAME COUNT Y *t*H COfJT'RPL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) • • • • 4118050SW 21SMM' Roosss 208 IIGARD AiND C4DDE AIIMINISTRATION DMSItIN MiawA, Fid 3317, 1-24 74 . T(196)311-2590 F (7861315_2599 NOTICE OF ACCEPTANCE (NOA) • • • •*. • • • • . wsvw.ci9•4ida1eav/tscra Ceramica Verea • .-�—". s•:- ��— • Ctra, N-634 Sas Sebasdan, Santiago, Kin 483 Lanza SIN 15685 Mesia (Coruna) Spain .. . . . .• ••• .. . ... . . . . % . .• .. . . . . . .. • .. SCOPE: This NOA is beim 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 used in Miami Dade County and other areas cohere allowed by the Authority Having Jurisdiction (AHJ1. This �INOA shall not be valid after the expiration date stated below. The Miami -fade Cmty product Control Section (ins Miami Bade County) and/or the AHJ (in areas other than Miami Bade 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 Mian i -Dade County product Control Sectio 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 uritis the Florida. Building Code including the high Velocity Hurricane Zone of Florida Building Code. DESCRIPTION: Clay Spanish "S" Roof Tile 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 here, .RENEWAL of this NOA shall be considered after a renewal application has been hied and there has been no change in the applicable building axle 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 outer purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause f*r termnatim and reinoval 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 Clone in its entirety. INSPECTION: A copy of this entice NOA shall be provided to the user by the manufacturer or its distributors mut shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 11-0722.02 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigers. NOA No.: 13-0226.02 Expiration Date: 03113118 Approval Bate: h3/21/13 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Ca u Roofing Sub Cateeorv: Roofing Tiles Material: Clay 1. SCOPE . . ... . . . ... • • .. . • .. . . . . . . . . . . . . ... . . . . .. . . . . ... . ... • • •• • • • •• • • • • • • • •• • • •• • • • • • • • • • • • ••• • • ••• • This approves a roofing system using Clay Spanish "S" Roof Tile manufWtt O 1tyted VOW SA. in La Camma, Spain and is distributed by -a-a Vffaa, IJSA, as ries Zi� � a s ti of Acceptance. For locations where the pressure requirements., as Bete inetl byWplieablt Butllling'Cesde does not exceed the design pressure values obtained by calculations in compliance, with RAS 127 using the values listed in section 4 herein. The attachment Calculations shall be done as a -moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product A a3iicaatt Dianeasioxas Spei#acallautsrscri'tm Clay Spanish -S" Roof Tile L =13.5" ASTM C1167 high profile clay roof tile. For direct dock, W = t 1..3" adhesive set apptieations. Thickness: 0.44" Trim Pieces Length: xraries ASTM C 1167 Accessory trim, clay roof pieces for use at hips, Width: varies rales, ridges and valley terminations varying thickness manufactured for each the profile. 2.1 MANUFACTURING LOCATION 2.1.1. San Sebastian, Spain 2.2 EvmNCE SuBmiTTFD Test Aganeu Test Identifier Test NameAkeiiort Date American Test Lab of South RT4746.01-11 ASTM C 1167 07/19/11 Florida lBA Consultants, Inc. 4709-3 TAS 101 12/21/47 NOA No.:13-0226.42 rNaMwaaFQQUNWM Expiration Dow. 03/13/18 Approval Hate: #3t21113 Page 2 of 6 3. LIMITATIONS; • • • • • • • • • 3.1 Fire classification is not part of this acceptance. . • • • • • • • • • • • 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS 106 may .—eq*ed, refer to applicaMe b€:Mng zode. • • • • • • 3.3 Appliewt shall retain the services of a Ngami-Dade County Certified L&OrItory fo cluarterly.-test in accordance with TAS 112, appendix `A'. Such testing shall be submi;aJ to the Building and Nfthbbrhood Compliance Department - Product Control Section for review. 3.4 ifinimum under layment shall be in compliance with the applicable Roofmg Ap�li Cc t: t d� listed sermon 4.1 Herein. 00 i • • • • • • • • 3.5 30130 hot mopped underlayment applications may be installed perpendimil5r ;D;he 40;s Snk-;- stated otherwise by the underiayment material manufacturers published literature. 3.4 This acceptance is for woiA &-ack applications. Mmmmn deck rrpiranenl'� -shall be in zompliance vvith applicable building code. 4. INSTALLATION 4.1 Clay Spanish "S" Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS -120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (l x w ) Tile Pmrfle Wekjht-W 4" tength4 Oft) Wi w (tt) Ck Spanish "S" Tile 8.3 1 1.625 0.942 Table 2. Aerodynamic Multipliers - A lft } Tile h (ft) A (fe) profile Batten Application Direct Deck Application Clay Spanish 'S" Tile NIA 0.37 Tabl 3: Restoring Moments due to Gravity - M$ (€t-lbf) Tile Profile 2":12" 4"Ar 6"12" 6":12" r.-12" or Greater Clay Spanish 'S" Tale Direct Deck Direct Deck Direct fleck Direct Deck Direct Deck Direct Heck 13.4-6 x. 36 -6:21 6.01 5.74 5.40 Table 6: Attachment Desistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems 'rile Tile Application Minimum Attachment Profile Resistance Clay Spanish -311$ 2 -Component Foam Rod T Adhesives „ 160 .S. Tile 1 Large paddy placement weight 34.6 grams of 3M 2 -Component Foam Roof Tile Adhesive AH -1 . NOA No.: 13-022&02 Expiration Date: 03/13/18 Approval hate: #3121/13 Page 3 of 6 5. UnELING •. •• . • • •... • • • • • • • • • • . 5.1 All tiles shall bear the imprint or identifiable marling of the Mnik=4 •nam or live$ detailed below, or following statement: "Miami -bade County .product Control Approved". . • • ... . ... VP— . • PA9.K:.c • LABF,L FOR CLAY SPANISH "S» R ROOF TILS . •. :•.:.. •.. (LOCATED ON THE SIDE OF TILE 6. BuLDm PFRmiT RFQuIRjEENTs: 6.1 Application for building permit shall be accompanied by copies of the following: &L1 This Notice -of Acceptat . 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA Nor.: 13-0226.02 Expiration Date., 03/13/18CM�MMCMM Approval Date: U21113 Page 4 of 6 . . ... . . . ... .. .. . . . .. .. . PRORLE DRAWiNG . . ... . . . . .. . .. . . . .. ... .. . ... . . . . .. . CLAY SPA.Nisii S R€ OF TILE END OF THIS AMEPTANCE NOA No.: 13-0226.02 Expiration Date: 03/13/18 Approval hate: 4121M Page 5 of 6 GREEN SUSTAINABLE ATT RIBUTES (GSA) % Or . . . . . . . . . . . SCOPE* This document is safely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been mim}ved by Miami Dade County Product Cgntrol.Section. ... ... Component Name Initial Aged initial Aged Solar Reflectance Reflectance Reflectance Emmitanee .Knunitanre .. jnrd� 1 MY Spanish "S-110 39 Pending 0-.83 ' • Penli . g :: ' oil . . . . . . Tile.. . . . . . ... .. NOA No.. 13-0226.02 Mtartt ouy�, cotua7Y Expiration Date: 63/13118 Approval bate: 63121113 Page 6 of 6 • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • M IA M 119WE . ... MIAMI-DADE COUNTY • • • • • • ARODUCe.CO&WOL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRI (iERX) ". 11805 $W Wlgreet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION ' •' • ; . ' .' ' .' ]JO0, Fidlida 33175-2474 T (786) 315-2590 F (785) 315-2599 NOTICE OF ACCEPTANCE (NOA) 3M Company ... .. 3M Center Building 0220 -W -E-06 .. . . . . . ... .. St. Paul, MN. 55144-1000 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 PERA - 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. PERA 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. DESCRIPTION: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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 renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. APPROVED NOA No.: 12.0228.18 Expiration Date: 05/10/17 Approval Date: 05110/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofmg Sub Category: Roof tile adhesive Materials: Polyurethane . . ... . . . ... .. .. . . . .. .. . . . . . %:. . . . . . . . . ... . . . . .. . . . .. ... .. ... . . .. . . . . . . . . . .. . . .. . . . ... . . . . . ... . . ... . SCOPE: •• •• ••• •• This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as mkufaLt fed 4WCompany as described in Section 2 of this Notice of Acceptance. For the locations where t%e c%sign pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descri tion Snecfiications 3MTm 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Proverty Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 RPPROVED J Result 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @1580F., 100% Humidity, 2 weeks 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 . . ... . . . ... .. .. . . . .. .. . . . . ... . . . . .. . Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufactur ag variation:.. . . . ..... . . .. EVIDENCE SUBMITTED: .:. • . • • • • • Test Agency Test Identifier Test Name/Reno rt Date Center for Applied Engineering 494-060 . rAS 13) 1.' . ; • . ; • • • 04/08/94 257818 -IPA TAS Zbl; • J2/16/96 25-7438-3 99T31 i W :: :....10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _W 2 F'= MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• INSTALLATION: • :00 • :00 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be uses with any r&f1il'e assembly hi&g a current NOA that lists uplift resistance values with the use of 3MTM 2-Compenes4oan Rood` Tile Ad osiN •AH -160. 2. 3MT11 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted heroin. -Tile roof tie amembly:s adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesivg *1;0 jhp7pprovide efficient attachment resistance, expressed as an uplift based system, to meet or egeCd thheyplift irsippgJetermined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet, 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per file as determined at calibration. No other settings shall be approved. 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MT14 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3M1M 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17/side on cap and 34/ N/A Flat, Low, High Profiles #2 24 N/A Flat, Low High Profiles #3 1 8 NOA No.: 12-0228.18 MIAMI•DAQECOUNTY Expiration Date: 05/10/17 ® Approval Date: 05/10/12 Page 4 of 7 13 LABELING: o: :90 .: :00 All 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 containers Aiall cjrnpl.m;tll tie tta;dajJ Conditions listed herein. 0 go* 0 0 000 0 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to jr0pili ejaWe thj instag4tion of this system. 09 0 0 9 0 0 foo 00 ADHESIVE PLACEMENT DETAIL I SINGLE PATTY NOA No.: 12-0228.18 MIAMMAD&COWUN Expiration Date: 05/10/17 �Fayzffnlj� Approval Date: 05/10/12 Page 5 of 7 III PAPI NOA No.: 12-0228.18 MIAMMAD&COWUN Expiration Date: 05/10/17 �Fayzffnlj� Approval Date: 05/10/12 Page 5 of 7 :0.0: • • • :100: • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY .0. :00 :" . • . . • . •• . . •. . . . . . . . . . . ... . . ... .. ... . . .. ... .. . . . • . . • Nail through piutk cement Nag through plastic tam* • • • • • • • • .... jpenea Tk) u� •� Undcdayment 711L • 71R �C2ht. ---___ Emcwft %bwcom Emdaue Ddpedge Each m APPROVED NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 0 0 foe 0 Mail through platflece*W F* Wille 0 a *9* 4nole 4 between fie pa* 2 In. x 7 In. medlum 60: H du course only 'Aft . . . . . . . . . . . ..... single Ah 1in'x 31n 3 In, x31n. unde In. AN. 1 4 In. 21n. Single note paddy on 2 In. under6 ftef 0 0 a 0*0 ADHESIVE PLACEMENT DETAIL 3 Single paddy DOUBLE PATTY •: o 0 • Vo an top of 010 111*1010 :0* 0 Ems % com 000 f sIzopaddy ern off 0 Fesda course only I 0 .% 0 W through Oatk cement ply Mail through platflece*W F* Wille (between Via) underhyment• 4nole 4 between fie pa* 2 In. x 7 In. medlum rgle) (unclapeddyem H du course only 'Aft . . . . . . . . . . . ..... single Ah 1in'x 31n 3 In, x31n. unde In. AN. 1 4 In. 21n. Single note paddy on 2 In. under6 layment under- Isyment Single paddy Fas& ve course an top of 010 111*1010 Single paft 21n. X Ile. medium Ems % com Eaw dosum on top of the sIzopaddy ern IMpedge Fesda course only I END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 . . . . . . . . . . . ..... END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 ILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC iami Shores Village gilding Department ��EIVk fEBA6 201 (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Per Mit No. ❑ ROOFING Q REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 660 GRAND CONCOURSE DR City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3206-017-1980 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone OWNER: Name (Fee Simple Titleholder): Gary A Levinson & Grathena Address: 660 Grand Concourse Drive City: Miami Shores State: FL BFE: FFE: hone#: 305-975-1357 33138 Tenant/Lessee Name: N/A Phone#: Email: CONTRACTOR: Company Name: Tiger & Son Roofing Phone#: 954-441-4630 Address: 14401 Bass Creek Road City: Miramar Qualifier Name: Juan Perez State Certification or Registration #: CCC1326078 FL Zip: 33027 Phone#: 954-441-4630 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: Address: City: State: Zip: Value of Work for this Permit: $ $U0 < Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ —Training/Education Fee $ I ee Bond $ TOTAL FEE NOW DUE $ c 4) Bonding Company's Name (if applicable) N/A Bonding Company's Address City State _ Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City , State 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 Sign OWNER or AGENT The foregoing instrument was acknowledged before me this 3 day of February 20 15 by Gary Levinson . who is personally known to me or who has produced FDL identification and who did take an oath. as The 3 Juan Perez me or who has produced FDL , who is personally known to identification and who did take an oath. I NOTARY PUBLIC: NOTARY PUBLIC: / 1,12 Sign: ` Sign: ,. Print: Fernanda Perez Print: Fernanda erez Seal: :y, FER44 DAMEZ ' AN COMNpUM f FF 100409 EXPIRES: Judy 8, 2018 9ondad Tbu Notary Poetic underwrkers *******************************4****4&**** APPROVED BY (Revised02/24/2014) Seal: ,."Y FERNANDAPEREZ _.: MY COMMISSION A FF 100409 a EXPIRES: July 8, 2018 Bonded Thru Notary Pubffc underwriters Plans Examiner Structural Review as Zoning Clerk Zip 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 Sign OWNER or AGENT The foregoing instrument was acknowledged before me this 3 day of February 20 15 by Gary Levinson . who is personally known to me or who has produced FDL identification and who did take an oath. as The 3 Juan Perez me or who has produced FDL , who is personally known to identification and who did take an oath. I NOTARY PUBLIC: NOTARY PUBLIC: / 1,12 Sign: ` Sign: ,. Print: Fernanda Perez Print: Fernanda erez Seal: :y, FER44 DAMEZ ' AN COMNpUM f FF 100409 EXPIRES: Judy 8, 2018 9ondad Tbu Notary Poetic underwrkers *******************************4****4&**** APPROVED BY (Revised02/24/2014) Seal: ,."Y FERNANDAPEREZ _.: MY COMMISSION A FF 100409 a EXPIRES: July 8, 2018 Bonded Thru Notary Pubffc underwriters Plans Examiner Structural Review as Zoning Clerk