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RF-16-3258Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. RF -12-16-3258 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Issue Date: 12/1/2016 Expiration: 05/30/2017 Parcel Number Applicant 715 NE 93 Street Miami Shores, FL 33138- 1132060141810 Block: Lot: ABEL PABON Owner Information Address 715 NE 93 Street MIAMI SHORES FL 33138-2906 Phone Cell Contractor(s) MAX HOME SERVICES LLC Phone (954)601-3629 Cell Phone Valuation: Total Sq Feet: $ 28,000.00 3600 Type of Work: Re Roof Additional Info: RE -ROOF TILE WITH SAME , AND FLAT R Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $16.80 $4.88 $4.88 $5.60 $325.00 $9.00 $22.40 $888.56 r Pay Date Pay Type Invoice # RF -12-16-62221 12/01/2016 Check #: 1249 Bond #: 3268 Amt Paid Amt Due $ 888.56 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fy(fhermore, I thorize the above-named contractor to do the work stated. December 01, 2016 Authorized Sinature: Owner / Applicant / Contractor / Agent Building Department.Copy Date December 01, 2016 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-272198 Permit Number: RF -12-16-3258 Scheduled Inspection Date: December 22, 2016 Inspector: Naranjo, Ismael Owner PABON, ABEL Job Address: 715 NE 93 Street Miami Shores, FL 33138 - Project <NONE> Contractor: MAX HOME SERVICES LLC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1132060141810 Phone: (954)601-3629 Building Department Comments RE -ROOF TILE WITH SAME , AND FLAT ROOF MODIFIED OVER WOOD DECK Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid December 21, 2016 For Inspections please call: (305)762-4949 Page 16 of 27 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-272771 'ice F11.�� H Permit Number: RF -12-16-3258 Scheduled Inspection Date: December 12, 2016 Inspector: Naranjo, Ismael Owner: PABON, ABEL Job Address: 715 NE 93 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: MAX HOME SERVICES LLC Permit Type: Roof Inspection Type: Tin Cap Work Classification: Tile/Flat Phone Number Parcel Number 1132060141810 Phone: (954)601-3629 Building Department Comments RE -ROOF TILE WITH SAME , AND FLAT ROOF MODIFIED OVER WOOD DECK Infractio Passed Comments INSPECTOR COMMENTS TIN CAP SPACEING False False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-272193. low slope only. CL/2/2--/(J December 09, 2016 For Inspections please call: (305)762-4949 Page 23 of 32 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC RI ROOFING []PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS RECET\T ' 1_) DEC 01 2016 FBC 20 Master Permit No. fi 12- 16_3258 Sub Permit No. ❑ REVISION ❑ EXTENSION El RENEWAL CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 715 NE 93 ST. Miami Shores, FL 33138 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-014-1810 Is the Building Historically Designated: Yes Occupancy Type: A-3 Load: Construction Type: p.ratz. Flood Zone: OWNER: Name (Fee Simple Titleholder): ABEL PABON Address:715 NE 93 ST NO 1/ BFE: FFE: Phone#: 786-390-6410 city: MIAMI SHORES, State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: MAX HOME SERVICES, LLC Address:3350 NE 12 AVE. #24242 Phone#: 954-601-3629 d/S7f-292 2373 City: OAKLAND PARK Qualifier Name: COSTINEL State: FL zip: 33334 Phone#: State Certification or Registration #: CCC 1326833 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 02-3) OW0 •=a.. Square/Unear Footage of Work: 600,..% Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: ?\e- Et 0 P v-+ L - W '414— S'444-e- 1,1)(9491 '/4-MeW(9491& I Repair/Replace ❑ Demolition A -1W) Fr/Pr 424) -OF /40 67/4F Specify color of color thru tile: 6-roAvEE tro,./7- N B Lei C6 y) Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ MrS-c° Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SiPnaIT! re Signature C O NER or AGENT J ®CONTRACTOR The foregoing instrumen was acknowledged before me this The foregoing instrument was acknowledged before me this day of lq-LOU-elki(?,. ,20 (r , by 44'y4-13 , who is personally known to t0 STI Nk_ r -L- sj &%t► ,who is personally kfwn t.c) .$ day of , IoUC314 b -L , 20 (lo , by me or who has produced identification and who did take an oath. NOTARY PUBLIC: as 1 me r who has produced identification and who did take an oath. NOTAR BLIC: Sign:/t�'n�! �!, Sign: Print: Print: Seal 74** Maria Del Pilar Lopez Seal: di, ' = Commission # FF978633 A ,," •"€ Expires: April 4, 2020 =,1 a ' Bonded thru Aaron N pry ''- .• Baaded,tl>la� lcor alp ter as Maria Del Pilar Lopez . Commission # FF978633 " Expires: April 4, 2020 APPROVED BY (Revised02/24/2014) Plans Examiner Zoning Structural Review Clerk Miami Shores Viiiae 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: ABEL PABON Date: (I(18(2ot . Property Address:715 NE 93 ST Miami Shores, FL 33138 Roofing Permit Number: Dear Branding Offici 1 r / bfl VI certify that I am not required to retrofit the roof to wall connections of my building because: 74 The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 ed' e South Florida Building Code (1994 SFBC) A&I 0. Lo14 t 'Signature j Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large avg d� of MAv)ta Zp/k 0,10.111'&, Maria Del Pilar Lopez : Commission / FF978633 Expires: April 4, 2020 up.'. tuc0dantbWilitrarkNQta cnora1994 the Roof to Wal connection Hurricane Mitigation. • When the just valuation of the structure for purpose of ad valorem taxation is eq SFBC. Then you must provide a building application from a General Contractor Revised on 5/21/2009 or more than $300 Property Search Application - Miami -Dade County 85 y Page 1 of 5 OFFICE OF THE PROPERTY APPRAISER Detailed Report Property Information Folio: 11-3206-014-1810 Property Address: 715 NE 93 ST Miami Shores, FL 33138-2906 Owner ABEL PABON Mailing Address 715 NE 93 ST MIAMI SHORES, FL 33138-2906 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT 'Beds / Baths IHalf 3/2/0 Floors 1 Living Units 1 Actual Area 2,999 Sq.Ft Living Area 2,189 Sq.Ft Adjusted Area 2,510 Sq.Ft Lot Size 12,900 Sq.Ft Year Built 1956 Assessment Information Year 2016 2015 2014 Land Value /$335;4a7 $309,947 $219,083 Building Value $174,6 $174,696 $170,178 XF Value $2,063 $1,697 $1,713 Market Value $511,946 $486,340 $390,974 Assessed Value $348,861 $346,436 $343,687 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Assessment Taxable Value $298,861 $296,436 Cap Reduction $163,085 $139,904 $47,287 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead $298,861 $296,436 $293,687 Regional Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). I Generated On : 11/11/2016 Taxable Value Information 20161 2015) 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $298,861 $296,436 $293,687 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $323,861 $321,436 $318,687 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $298,861 $296,436 $293,687 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $298,861 $296,436 $293,687 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.govinfo/disdaimer.asp Version: http://www.miamidade.gov/propertysearch/ 11/11/2016 I TO: ABEL PABON Max Home Services CC C1326833 Roofing Estimate ; Address: 715 NE 93 ST Miami Shores, FL 33138 Ph#: 786-390-6410 Email: The understanding purpose to furnish all Labor, Services, Permits, Equipment and Materials to complete the following: All work will be concluded as per FBC (Florida Building Code.) • Tear off the roof to the sheathing, replace only decayed wood and re -nail up to code. • Haul away the debris included. The soffit it is not part of the roof quote. (No work will be performed unless otherwise stated.) Sloped • Tin tag f 2 J ply ASTM 30# asphalt felt to sheathing 'nod as per code" roof area: • Replace all standard non powered roof vents and lead flashing on plumbing pipes 'otuaii =per rode • Install 26 gauge galvanized metal valley"nail usper code - • install new cave drip (2x3 or 3x3 powder coating white) with roofing cement at laps "nod at per,rode•- • Install [ 2 J new roof ventilation system (J Vent) in a bed of roofing cement "nod at per care • Install [ 1 J Ply ASTM 90#1 Mineral Surface with hot asphalt. Wood Work: First 300 SQ -FT at no charge. Any additional sheeting will be $3.50 per SQ -FT. Rafter (2x4 & 2x6) and standard fascia board (by 8") replacement starting at $7 per LN FT installed. Cedar fascia board up to (2"x8") $10 per LN FT installed. Other sizes fascia installed at MP (market price plus installation, $120 per man hour.) The soffit is not part of the roof (No work win be pe for ned without special agr,fmt u) Roof Type of roof installed: n TILE ROOF.CX7 FLAT ROOF Q Installation: Roof detail work: Install double #30 in all the valleys, Hot -mop #90 and additional Hot -mop Modified in the valleys. Install standard roof til Flat Small Barrel), Ridge and Field tiles using Polyfoam system. i 4 5r4xoiVy 900 - . smi'C Flat roof: • Tin tag [ 1 J ply ASTM 030 or 043 asphalt felt to sheathing "nail as per code" • Replace all existing roof vents and lead flashing on plumbing pipes -distal! nem ones at per code: • Install 26 gauge galvanized metal valley -null asper code•• lame -,n.) • Install new cave drip (2x3 or 3x3 powder coating white) with rooting cement at laps ,x,iacperc,xh • Replace all existing roof ventilation system (J Vent) in a bed of roofing cement •na,i„asper 'aJ, • install [ 1 J ply Modified with hot asphalt. • Install [ 1 1 ply Modified Bitumen FR 170 cap sheet with hot asphalt. I Max Home Services CC C1326833 Roofing Estimate Warranty: New roof to be guaranteed on labor for: 7 (seven) years. (Practicing proper Roof Maintenance will ensure an extended life for your roof.) Roof cost: Prices and availability subject to change without notice after 20 calendar days. We hereby agree to furnish labor and materials for the sum of $ 28,000.00 With payments as follows: Upon contract acceptance 0 deposit. Upon roof dry -in $ 30% Upon hot -mop $ 30% Plus wood if any. Upon tile delivery $ 3096 The balance is due at final job completion Important notes to the original owner. We cover up your: Brick driveway, AC unit(s), Pool (if existing), any plants adjacent to the house and furniture that can be removed must be covered or removed by the owner one day prior to the start date. Furthermore all pets are to be placed inside and all surrounding gates must be accessible, driveway must be clear for easy access. Solar panels of any kind must be removed prior to starting the roof by 3rd party. Dish antennas, Screen enclosure, Awnings, Gutters, etc. are to be removed from the fascia adjacent to the roof prior to starting by 3rd party. (Only if it's installed into the metal eave drip or if fascia board needs replacing, we do not take any responsibility for damage.) Max Home Services warrants the workmanship for (see the above set time,) however, we must be contacted prior to any changes of ownership, transfers will happened only after an inspection and a fee of 10% of the contract. Work done or attempted to be done, on this roof by others than Max Home Services relives the warrantor from any further obligation hereunder. Roof to Wall Attachment: There are many types on roof to wall connections. Max Home Services it is not making any changes to your current roof to wall configuration. Please ask an associate for details. You agree to provide us with access to: water and electricity for our crew, to the job site for machinery and delivery trucks. We agree to exercise reasonable care when performing the work, however, Max Home Services cannot be held responsible for any kind of damage that might occur to: Air Conditioning, driveways, above and underground pipes and wires, decks, electrical, plumbing, swimming pool, sidewalk and/or curbs, shrubbery and foliage from loading and unloading. Also there are times when small water leaks occur at tear off due to air pockets that have occurred overtime. We will not be liable for water damage the interior or exterior of the property. You agree to release us from any liability. A payment for each step shall be payable upon completion by check or cash only. Failure to make a payment in accordance with the contract shall invalidate any guarantee or warranty provided and hold the next step on roofing process. Altering the language on this document makes it null and void. When signing this proposal has the power of the contract and can serve as an invoice. By signing below you have accepted all terms, conditions and payment schedule of the contract. ' Owner/ Agen ame: Signature: I Date: uthorized by: gzve-------4 Costinei Pasat 11/21/2016 Date: 2 Miami Shores Viiiage Building Department CONTRACTORS' REGISTRATION 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. J COPY OF QUALIFIER'S STATE LICENCES B. ti COPY OF LOCAL BUSINESS TAX RECEIPT C. J COPY OF LIABILITY INSURANCE* D. (I COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: Nl 3X 4-0141 E BUSINESS ADDRESS: -6350 M /2 4 /Ei CITY -/^�1- PSTATE R- ZIP 335 BUSINESS PHONE: (qS`l ) P �J �� 1 FAX NUMBER ( gni) t91 - f Z V'O QUALIFIER'S NAME: COS -z -r Nec_ CELL PHONE QUALIFIER'S UC NUMBER: T,, STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 PASAT, COSTINEL SR MAX HOME SERVICES LLC 5060 KING ARTHUR AVENUE DAVIE FL 33331 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! RICK SCOTT, GOVERNOR -441 (850) 487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CCC1326833 ISSUED: 07/31/2016 CERTIFIED ROOFING CONTRACTOR PASAT, COSTINEL SR MAX HOME SERVICES LLC IS CERTIFIED under the provisions of Ch.489 FS. Expiration date • AUG 31. 2018 L1607310002944 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CCC1326833 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 PASAT, COSTINEL SR MAX HOME SERVICES LL 3350 NE 12 AVE, #24242 OAKLAND PARK FL 33334 r11t,,1 A\/ A, rlr-,1 lir,r-r1 r1\, 1 A\AI A � L_ —,, CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYW ) 11/29/2016 ' 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 QUANTUM INSURANCE GRP & FIN SVCS 12399-1 Pembroke Rd Penbroke Pines, FL 33025 CONTACT NAME: HON�F,tI (954)885-8000 I wc.No):(954)885-8097 E-MAIL victorq@quantum—insurance.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIL# INSURER A: ARCH SPECIALTY INSURANCE COMPANY COMMERCIAL GENERAL LIABILITY INSURED MAX HOME SERVICES LLC 3350 NE 12TH AVENUE NUM 24242 OAKLAND PARK, FL 33334 INSURER B: AGL0035122-00 INSURERC: INSURERD. $ 1,000,000 INSURER E' I CLAIMS -MADE OCCUR INSURER F : 4 $ 100 , 000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AUUL IVSD bUbK NND POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY AGL0035122-00 3/14/163/14/17 EACH OCCURRENCE $ 1,000,000 I CLAIMS -MADE OCCUR PREM SES (EaHtN I EU occurrence) 4 $ 100 , 000 MEDEXP(Anyoneperson) $ 10,000 PERSONAL &ADV INJURY $ 1 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: RPOLICY ,ECT LOC OTHFR' GENERAL AGGREGATE $ 2,000,000 PRODUCTS-COMP/OPAGG $ 1, 000, 000 $ AUTOMOBILE ....... LIABILITY ANYAUTO ALL OWNED AUTOS HIRED AUTOS — SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE _ $ DED 1 , RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A STATUTE ERH E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E L DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) ROOFING CONTRACTOR ANCELLATION 1 Miami Shores Village Bldg Dept 10050 NE 2nd Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PR ISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2014/01) ©19K8-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD .:-.----141 CERTIFICATE OF LIABILITY INSURANCE YYY) 11/2 DATE (M 9/2016 M/DD/YM/DD/Y 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 have ADDITIONAL INSURED provisions or 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 FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater, FL 33756 CONTACT NAME: PHONE (A/C, No, Ext): (800) 277-1620 X4800 FAX (A/C, No): (727) 797-0704 E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC# INSURER A: Frank Winston Crum Insurance Company 11600 INSURED FrankCrum L/C/F Max Home Services LLC 100 South Missouri Avenue Clearwater, FL 33756 INSURER B: INSURER C: INSURER D: INSURER E: $ INSURER F: 1 CLAIMS -MADE COVERAGES CERTIFICATE NUMBER: 413359 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN SSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'NSR LTR TYPE OF INSURANCE ADDL INSRD SUER WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 CLAIMS -MADE 'OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ GEN'L PERSONAL & ADV INJURY $ AGGREGATE LIMIT APPLIES PER: POLICY I I PROJECT I 'LOC OTHER. GENERAL AGGREGATE $ PRODUCTS-COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY - - SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB - OCCUR CLAIMS -MADE EACH OCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/N N/A WC201600000 01/01/2016 01/01/2017 x PER STATUTE OTH- ERA E.L. EACH ACCIDENT $1,000,000 1 1 E.L. DISEASE -EA EMPLOYEE 51,000,000 E.L. DISEASE -POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required Effective 07/06/2015, coverage is for 100% of the employees of FrankCrum leased to Max Home Services LLC (Clien ) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Dept 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE "--..-..f..�.-- ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD © 1988-2016 ACORD CORPORATION. All rights reserved. L BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2016 THROUGH SEPTEMBER 30, 2017 DBA: Business Name: MAX HOME SERVICES LLC Owner Name: COSTINEL PASAT Business Location: 3350 NE 12 AVE #24242 OAKLAND PARK Business Phone: Rooms Seats Employees 4 Receipt #:ROOF NG/SHEET METAL Business Type: (ROOFING) Business Opened:04/24/2015 State/County/Cert/Reg:CCC132 68 33 Exemption Code: Machines Professionals Number of Machines: For Vending Business Only • 1 CONTRACT Tax Amount Transfer Fee NSF Fee Penalty __..—...a . s,... Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: MAX HOME SERVICES LLC 5060 KING ARTHUR AVE DAVIE, FL 33331 This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. 2016 - 2017 Receipt #52A-15-00009439 Paid 09/14/2016 27.00 RRf1WARll (f11NTV 1 oral RIICIAIDCC TAY R1=IDIDT RE: Permit # Rt—`[Z-" I ` 315-2 IVIiami Shores Vuiage Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 12 /0 9 (a o 1k I COST/ to L ? �S Ate" licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) License #: C C,8 FS 468 Building Inspector On or about 12- 1 P 9 (.2-)0 ( e A'M r "--1/1, I did personally inspect the roof deck nailing (Date 8 time) work at 7 / S h(E 93 M) R -M 1 .5440 6e,G FL 33 / 3 2 (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 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this _ day of DEC, Pi 19:!/Notary Public, Sate of Florida at Larg>1?��) ,Lopez •, , Maria Del Pilar Lope Commission 0 FF978633 `" • i Expires: April 4, 2020 'General, Building, Resided, or R �% Bonded thru Aaron Notary ng, Roofing Contractors or any individual certified under 466 F.S. b make such l pection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection aa,.ice,k,,., 17 frinnni num nnno ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15.36 :ZECETVD 20 SECTION 1525 VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Ry. DEC O1 i,U l16 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPUCATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELO Roof System Required Sections of the Permit Application Form Attachments Required See List Below Slope Application/(-' !"--3, 0 ,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C _ 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 oncrete or Clay Tite t---- A,B,D E� �,3 4,5 6 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: INTERNATIONAL CODE COUNCIL Plli�mi Shores V'llage APPROVED BY DATE '0''I',l a DEPT ' ^( DG DFPT 1 Lit (;' 10 -H1 IA^NCE WI 1-1 ALL FEDFRAL '' 0 n C'111.v;Y HUI E S AN') r (;t 11 ATIONS R� 1b -3258 • • . . .. . . • • • • • .. . ..•. .••• • . • .... . . . .. . • . • • • . • /-4-74-a FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elie= Palacio on Jun 8, 2015 10;32:12 AM pursuant to Licatse Agreement. No further reproductions authorized. Fire Directory listing Page •. •' • .• • 0 From Product Approval: Front Page Specific Description Specific System Limitations General Limitations Applicable Detail Drawings(r.• •System '....' • • •••• •' • •' • • Design Calculations per Chapter 16, or if applicable, RAS 127 or RA$128 • . Other Component of Product Approval • • • Municipal Permit Application 6 Owners Notification for Roofing Considerations (Reroofing Only) ' 7. Any Required Roof Testing/Calculation Documentation INTERNATIONAL CODE COUNCIL Plli�mi Shores V'llage APPROVED BY DATE '0''I',l a DEPT ' ^( DG DFPT 1 Lit (;' 10 -H1 IA^NCE WI 1-1 ALL FEDFRAL '' 0 n C'111.v;Y HUI E S AN') r (;t 11 ATIONS R� 1b -3258 • • . . .. . . • • • • • .. . ..•. .••• • . • .... . . . .. . • . • • • . • /-4-74-a FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elie= Palacio on Jun 8, 2015 10;32:12 AM pursuant to Licatse Agreement. No further reproductions authorized. High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) ,z0 19. Master Permit No. Process No. Contractor's Name M A%( t-1-0 Mt V'/ S CL C Job Address 7/5 AJ 93 Sr kfro 1//o 33/ 3S' ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY o Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Presciprive BUR -RAS 150 O New Roof Q9.Re-Roofing Low Slope Roof Area (SF) 3 ROOF TYPE ❑ Recovering Mortar/Adhesive Set Tile 0 Wood Shingles/Shakes ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) 3 P,o 0 Repair Total (SF) 3 900 0 Maintenance Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overfow scuppers and overflow drains, include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • E -Lo • • • .•.•. .•. •• . 6 .. . . . . . . . . ? . ! . .. .••••• ••.••1 ••.•• •••• •••• . . •• .•. . • . • . . • ••. •• • • • ••• • • .•• •.••I • . •••••v • • • • • • • •.• . • . • • •. ' • • • •-• • X11. .. .. .. - ._. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer. CSR ;jai T V) Co �P Product Approval No.: 14 — Ds c9.11 -p 2_ Design Wind Pressures, From RAS 128 or Calculations: P1: .55I,4 P2: g(;"2 P3: 12.9 ,1 Max. Design Pressure, from the specific product I approval system: SZ , 1 1 1 1 1 1 1 1 1 1 1 Deck Type: k,A3 Sl IQ Gauge/Thickness: t9 13-4 Slope: IN ((2 Top Ply Fastener/Bonding Material: 7rPF1M Li-FPWA-t'r Surfacing: .10 t/ Fastener Spacing for Anchor/Base Sheet Attachment: Field: 8 " oc @Lap, # Rows 3 @ " oc Perimeter: 6 " 06@ Lap, # Rows 4 @ 6 " oc Comer: 7 " oc @ Lap, # Rows 5 @ 4 .oc Number of Fasteners�^er Insulation Board: Field , V 4erimeter Comer 1 Woodblocking, Gutter, Edge Termination, Stripping, Flashing, 1 Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, 1 Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base 1 1 1 1 1 1 1 1 Illustrate Components Noted and Details as Applicable: Flashing, Component Material, Material Thickness, Fastener 1 Type, Fastener Spacing or Submit Manufacturers Details that 1 Comply with RAS 111 and Chapter 16. Anchor/Base Sheet & No. of Ply(s): /} fi Wtt'Tt4 / i®10‘ Anchor/Base Sheet Fastener/Bonding Material: �-C; � I%y Rs, 2„ala cA-P Insulation Base Layer cqi Base Insulation Size and Thickness: / N A Base Insulation Fastener/Bonding Material: 1 ` n ll� 1 Top Insulation Layer. A) ( �- 1 1 Top Insulation Size and Thickness: 1 l 1 1 Top Insulation Fastener/Bonding Material: xi 4 Base Sheet(s) & No. of Piy(s): M 1 1 Base Sheet Fastener/Bonding Material: ,4) / 4 1 l Ply Sheet(s) & No. of PIy(s): FL /4/711675‘C. l Ply Sheet Fastener/Bonding Material: ?s 1V wsi't - Top Ply: f L //tJ t /. r 'e !� 15.38 INTERNATIONAL CODE COUNCIL ?L(,iv� LA i'1C T—IZ i77 G 1.0 GA -t v drN (a -b _ L.-; FT. 1i4 1 W,. 0, Ili • • • • • •• • • •••• • • •• • • • • • •• • •••• • - - - • •••• • • • • • •• • •••• • • • • • • • u)Q-oD bet 'Parapet Height • • • •••• • Mean f Heioht 1 1 • • 1 • 1 • 1 • 1•••. I•••• 1 •• 1 • 1 • I 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDON (2014) i EDM Copyright to. or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10:32;12 AM pursuant to license Agreement. No further reproductions authorized. • 1 BB Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL 33314 Phone: (954)581-7115, Fax: (954)581-2415 www.cebb.net November 29, 2016 Project: Existing Residence Address: 715 NE 93 Street, Miami Shores, FL 33138 Roofing Contractor: MAX Home Services RAS NO: 117 Calculation NOA: 14-0529.02 CertainTeed Modified Bitumen Roofing Systems Over Wood Decks Deck System Type: E(4) Page 24 of 42 of NOA: Base sheet mechanically fastened Mean Roof Height = up to 20 feet 2014 FBC RAS 128 Wind Uplift Pressures: p1= 51.4 p2= 86.2 p3= 129.7 ( Exposure Category "D" ) NOA Design Pressure: pd noa= 52.5 NOA-Side lap row: c slr= 1 NOA-Center lap row: c clr= 3 NOA-Side lap spacing: a slr= 8 NOA-Center lap spacing: a clr= 8 nw=net width (ft) sh=sheet width (in) sw= 36 slw=side lap width (in) slim= 4 nw=(sw-slw)/12 nw= 2.667 nl=net length(ft) nI=100/nw nl= 37.500 fn= number of fasteners per spacing fn= b=nl (net lentgth per row) a=fastener spacing (in) -slr=side lap row - clr=center lap row c= number of rows @spacing "a" - slr=side lap row -clr=center lap row d=number of fastener per square 1 • • . . .. . • • • • .. • • . • • .. • • . . • . .... .... • . • . .... .... • . b=' nl .... . .. . • . . .• . • •. •. .. • . .. . • . ..• • • • • . side lap row center lap row d slr=(fn/a slr)*(12/1)*(b/1)*(c slr/ 1*1) d clr=(fn/a clr)*(12/1)*(b/1)*(c clr/ 1*1) d slr= Area per fastener 56.25 d clr= 168.75 as= area per square (sf/square) as= 100 fa= fastener area (sf) fa=as/(d slr+d clr) fa= 0.444 Page 1 Fastener Value Calculation pd noa=maximum NOA design pressure (psf) fy=fastener value (Ib) p=design pressure p1 field : p2 perimeter : p3 corner fs=required fastener spacing rs=row spacing fy= pd noa*fa fy= 23.333 rs=nw*12/(c slr+c clr) rs= 8.000 rsp=proposed row spacing for perimeter (2) rsp2=(nw*12)/(1+4) rsp2= 6.400 4 rows in the field spaced at rsp=proposed row spacing for corner areas (3) rsp3=(nw*12)/(1+5) rsp3= 5.333 Field Zone 1 Spacing Requirement fs= (fy*144)/(p1*rs) fs= 8.171 Perimeter Zone 2 Spacing Requirement fsp=(fy*144)/(p2*rsp3) fsp= 6.090 Corner Zone 3 Spacing Requirement fsc=(fy*144)/(p3*rsp3) fsc= 4.857 Page 2 5 rows in the field spaced at 6.400 5.333 8 Inches; 8" o/c lap and 3 rows @ 8" o/c required for a total of four (4) rows; . . . .. . 6 Inches; 6" o/.taptdd 4 ria/4.10.6" o/c *. required for a tottlbffive (5) rc ws; • * . . .... .... . . • • . • 4 Inches; 4" o/efapend 5 rwws «W4" o% . •. required for a tdfalbl'.six (6) rodlis; • . • Prepared by: •• • •••• • .• • • CeBB Engineering & Testing Cd. (CA#9807) 11/29/16 Eduard . Badiu # 59997 For the Firm ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) �/� Roof System Manufacturer: ??OF f) O' � Notice of Acceptance Number: �os-.C.311 11. 05 Minimum Design Wind Pressures If Applicable (From RAS 127 or Calculations): P1: \ P1: `14.1 P1: —1100.1 Deck Type: Roof Slope: 3 : 12 Ridge Ventiadon? 1414 - Type Underlayment Insulation: ' c_ l Fire Barrier: Mean Roof Height: 11 )1 04) Fastener Type & Spacing: Adhesive Type: Ai 12.s, LA -Ks ?'ezb o R MtUD Q� 2_Itoc r(P A s ploL+- Type Cap Sheet: qt -c-1-1 Roof Co = ing: J GPRI-t_.SA-XON .t t' Type & Size Drip Ed • . • . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 /44 1 1 1 1 1 1 1 .t.... 1 •• .1.... . .L.... •••• .... . . .... .... . . ... . ert, �� .• al .. . • • • FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elierir Palacio on Jun 8, 2013 1032:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 1 1 Section E (Tile Calculations) Ylz High -Velocity Hurricane Zone Uniform Permit Application Form. 1 For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from M,. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Method 1 'Moment Based Tile Calculations Per RAS 127" (P1r51 I x X- 314 1,2.31) - Mg -7. bZ= M„ 49 Product Approval M, (P2'pe, xX. - 2.1.455 - Mg-7t6Z = M,2 / 3 Product Approval M, (P3:'100,7rats = 31.12 ) - Mg, -17(7r Ma 41 Product Approval M, Method 2 "Simplified Tile Calculations Per Table Below' Required Moment of Resistance (Mr) From Table Below Product Approval M o Mr required Moment Resistance` Mean Roof Height Roof Slope 15, Wherp tb'fhul . • • • • . 25' 30' 40' 2:12 34.4 36.521: 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 3 A 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 24A 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 1 Appeals. 1 For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or 1 equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Method 3 "Upli r : ased Tile Calculations Per RAS 127" (P1: x L _ = x w: _ ) - W: x cos O = Fr, Product Approval F. (P2: x L = , x w: = ) - W x cos 0 _ = FQ _ Product Approval F' (P3: x L = x w: = _) x cos 6 = Fr, Product Approval F. • • • . .. . • • . . • Where to Obtain Information • Description Symbol Wherp tb'fhul . • • • • . Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by art erlgireering anaiystis pre- pared by PE based on lit 7. Mean Roof Height H •_ Job Site • Roof Slope 0 Job Site •• • Aerodynamic Multiplier l Product Approval . • Restoring Moment due to Gravity M9 Product Approval • • • •, •••• • , Attachment Resistance M, Product Approval -.6- - Required Moment Resistance M9 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 INTERNATIONAL CODE COUNCIL .• . • . . • . FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 13, 2015 10:3212 AM pursuant to License Agreement. No further reproductions authorized. SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As 'it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. r 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). (4- Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. l 6• - Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. caner/ gent's Signature - 2g 7-v/,r; Signature— ate _ 7/S h(b 93 ST floAw1/ .rl0— Property Address Revised on 7/9/2009 L0;07/01/2015; Contractor ignature • • •• ..• • • • •••• .• • . •• . . .. Dat • . • • .•.• • • • . .•.• Permit Number • • .•• .• • • • • • • • • • • • . •• • . • • • •••• • • . • . MIAMI DE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation 18 Moores Road Malvern, PA 19355 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 Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems over 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 baonxechange 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 revi434 Or change.in the • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsorxent of axyiproduct,. for sales, advertising or any other purposes shall automatically terminate this NOA. Failure t15•Ctli iply with, any sectiex.•• •. of this NOA shall be cause for termination and removal of NOA. . • •• ..• . • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Dori fa; and folldwed by the •• expiration date may be displayed in advertising literature. If any portion of the NOA is display.d, then: tk shall be done in its entirety. •••• • ••••• •• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #14-0224.03 and consists of pages 1 through 42. The submitted documentation was reviewed by Alex Tigera. MIAMIOADE COUNTY APPROVED • • • NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 1 of 42 ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: Roofing Modified Bitumen APP/SBS Wood -127.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED TABLE 1 Product All Weather/Empire Base Sheet Flexiglas Base Sheet Flintlastic Base 20 Flintglas Ply Sheet Type IV Flintglas Premium Ply Sheet Type VI Flintlastic STA Flintlastic GTA Flintlastic GTA -FR Flintlastic GMS MANMADE COUNTY APPROVED Dimensions 39 3/8" x 65'10"; Roll weight: 70 lbs. (2 squares) 39 3/8" x 98'9"; Roll weight: 90 lbs. (3 squares) 39 3/8" x 49' 6"; Roll weight: 90 lbs. (1.5 squares) 39 3/8" x 164'7"; Roll weight: 38 lbs. (5 squares) 39 3/8" x 164'7"; Roll weight: 40 lbs. (5 squares) 39 3/8" x 32' 10"; Roll weight: 87 lbs. (1 square) 39 3/8" x 32' 10"; Roll weight: 105 lbs. (1 square) 39 3/8" x 32' 10"; Roll weight: 105 lbs. (1 square) 39 3/8" x 32' 10"; Roll weight: 94 lbs. (1 square) BY APPLICANT: Test Product Specification Description ASTM D 4601, Type Asphalt coated, fiberglass reinforced II base sheet. UL Type G2 ASTM D 4601, Type Modified Bitumen coated fiberglass II base sheet. UL Type G2 ASTM D 6163, Modified Bitumen coated fiberglass Grade S, Type I base sheet. ASTM D 2178, Type Fiberglass, asphalt impregnated ply sheet. IV UL Type G1 ASTM D 2178, Type Fiberglass, asphalt impregnated ply VI sheet. UL Type G1 ASTM D 6222, Smooth surfaced APP Modified Grade S, Type I Bitumen membrane with non -woven •polyester Nat rejnforcemit fer torc�i application... • ASTM D 6222, Grade G, Type I ASTM D 6222, Grade G, Type I ASTM D 6164, Grade G, Type I .• • . . . • • Granule surfaced APP Modified Bitumen membrane withhnon-woven: polyester riiat rsjiiforcefrr;'er torcJ • • • application. • • Granule surr"aced APP Modified Bitumen nnembra ie with non -woven polyester rat re.inforcei1@tt'ttr torcji application... ...•. . •• Granule surfaced SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for mop application. . . . • • NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 2 of 42 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Flintlastic Premium GMS Flintlastic FR -P Flintlastic Premium FR -P Flintlastic FR Dual Cap Flintlastic FR Cap 30 Flintlastic FR Cap 30 T Flintlastic Base 20 T Flintlastic FR Cap 30 CoolStar Flintlastic FR Cap 30 T CoolStar MIAMFD DE COUNTY APPROVED Dimensions 39 3/8" x 32' 10"; Roll weight: 101 lbs. (1 square) 39 3/8" x 32' 10"; Roll weight: 101 lbs. (1 square) 39 3/8" x 32' 10"; Roll weight: 101 lbs. (1 square) 39 3/8" x 32' 10"; Roll weight: 103 lbs. (1 square) 39 3/s" x 32' 10"; Roll weight: 86 lbs. (1 square) 39-3/8" x 32' 10"; Roll weight: 100 lbs. (1 square) 39-3/8" x 33'; Roll Weight: 81 lbs. (1 square) 39 3/8" x 32' 10"; Roll weight: 88 lbs. (1 square) 39 3/8" x 32' 10"; Roll weight: 102 lbs. (1 square) Test Specification ASTM D 6164, Grade G, Type II ASTM D 6164, Grade G, Type I ASTM D 6164, Grade G, Type 11 ASTM D 6162, Grade G, Type I ASTM D 6163, Grade G, Type I ASTM D 6163, Grade G, Type I ASTM D 6163, Grade S, Type I ASTM D 6163, Grade G, Type I ASTM D 6163, Grade G, Type I Product Description Granule surfaced SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for mop application. Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. Granule surfaced SBS modified bitumen membrane with a nonwoven polyester/fiberglass composite mat reinforcement for use in cold or mop applications. Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. Granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for torch application. • Modified l itugi , coated fiberglass base sheet for torch appl cation. • •• • • • . • • • Fire resistajtt'gt iu1e suitiatt 1 SBS• Modified Bil-diifen memertfit with fiberglass m� ! i irnforcem.iit+ior mop applicatiors• •Gpyered wit1 reflective • • CoolStar CSoatfng . • . . • . .... Fire resistant, granule surfaced SBS* • Modified Bitumen menelirane•with • • fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 3 of 42 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Flintlastic GTA CoolStar 39 3/8" x 32' 10"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 106 lbs. Grade G, Type I Bitumen membrane with non -woven (1 square) polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GTA -FR CoolStar 39 3/s" x 32' 10"; Roll ASTM D 6222, Granule surfaced APP Modified weight: 106 lbs. Grade G, Type I Bitumen membrane with non -woven (1 square) polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GMS CoolStar 39 3/8" x 32' 10"; Roll ASTM D 6164, Granule surfaced SBS Modified weight: 97 lbs. Grade G, Type I Bitumen membrane with non -woven (1 square) polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flintlastic Premium GMS 39 3/8" x 32' 10"; Roll ASTM D 6164, Granule surfaced SBS Modified CoolStar weight:103 lbs. Grade G, Type II Bitumen membrane with non -woven (1 square) polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Flintlastic FR -P CoolStar 39 3/8" x 32' 10"; Roll ASTM D 6164, Fire resistant, granule surfaced SBS weight: 103 lbs. Grade G, Type I Modified Bitumen Membrane with (1 square) non -woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. • • Flintlastic Premium FR -P 39 3/8" x 32' 10"; Roll ASTM D 6164, Fire resistaf ,.grapule sigfaccd SBS• • CoolStar weight: 103 lbs. Grade G, Type II Modified 13ituixlen Mennbreapelvith • (1 square) non -woven olyeeter mat • • • reinforcemgftti ffrmop wpplition. • • Covered withrilective CddlStar • • Coating. • • • • •. • • Flintlastic Ultra Poly SMS Base Sheet Glasbase Base Sheet MIAMFDADE COUNTY APPROVED 39 3/8" x 32' 10"; Roll ASTM D 6164, weight: 90 lbs. (1 Grade S, Type I Smooth su fine:d6BS Modified •: Bitumen MeembrIne wittdaig;woveif squares) polyester nig reiuforcei ent for molt applications •. • • • • • ••• • 36" x 98' 9"; Roll ASTM D 4601, Type Asphalt coated, fiberglass base sheet. weight: 75 lbs. II, (3 squares) UL Type G2 • NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 4 of 42 • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Flintlastic Poly SMS Base Sheet Yosemite Venting Base Sheet Flintlastic APP Base T Flintlastic Ultra Glass SA Black DiamondTM Base Sheet APPROVED INSULATIONS: Product Name 39 3/8" x 64' 3"; Roll weight: 90 lbs. (2 squares) 39 3/8" x 32'10"; Roll weight: 85 lbs. (1 square) 39 3/8" x 65' 4"; Roll weight: 100 lbs. (2 squares) 39 3/s" x 33'11"; Roll weight: 73 lbs. (1 square) 36" x 68'7"; Roll weight: 78 lbs. (2 squares) FlintBoard ISO FlintBoard1 ISO ACFoam -II High Density Wood Fiberboard Perlite Insulation DensDeck, DensDeck Prime H -Shield ENRGY 3 ENRGY 3 25 PSI Multi -Max FA -3 SECUROCK Gypsum -Fiber Roof Board MIAMIOADE COUNTY APPROVED Test Specification ASTM D 4601, Grade S, Type II UL Type G2 ASTM D 3909 ASTM D 4897, Type II UL Type G3 ASTM D 6509 ASTM D 1970 ASTM D 1970 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation homogenous fiber reinforced Product Description Modified Bitumen coated polyester base sheet. Mineral Surfaced fiberglass reinforced buffer sheet. Modified Bitumen coated fiberglass base sheet. Self -adhering, fiberglass reinforced, SBS modified bitumen base/ply sheet. Self -adhering fiberglass reinforced modified bitumen base sheet Manufacturer (With Current NOA) CertainTeed Corporation CertainTeed Corp. Atlas Roofing Corp. Generic • • • •••• ,enerii ••• • • Georgia•I;aCific LLC • lamerPanels.LLC• • • Joliiiss Manville Corp. • • • • Jobe Manvilre•Corp. R1Lraiyerating, tLC • • USG Coip•••• • • • . • •• • ••• • • • • • NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 5 of 42 APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Product Name Trufast #12 DP Fastener Trufast 3" Metal Insulation Plate FlintFast #12 FlintFast 3" Insulation Plate FlintFast #14 Simplex MAXX Cap OMG #12 Standard Roofgrip OMG 3" Galvanized Steel Plates Trufast #14 HD Fastener OMG Heavy Duty OMG 3 in. Round Metal Plates AccutTrac Hextra AccuTrac Plates AccuTrac Flat Bottom Plates MIAMI RADE COUNTY APPROVED TABLE 3 Product Description Insulation fastener for wood and steel decks Galvalume steel plate Coated, carbon steel screw Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Polymer fastner Insulation fastener for wood and steel. Galvalume stress plate Insulation fastener for wood and steel decks Insulation and membrane fastener Galvalume AZ50 steel plate Carbon steel fastener Galvalume stress plate. A2 -SS aluminized steel plate Dimensions various 3" round various 3" round various 1" long various 3" round various Various 3" round Various 3" square 3" square Manufacturer (With Current NOA) Altenloh, Brinch & Co. U.S., Inc. Altenloh, Brinch & Co. U.S., Inc. CertainTeed Corp. CertainTeed Corp. CertainTeed Corp. Simplex Nails, Inc. OMG, Inc. OMG, Inc. Altenloh, Brinch & Co. U.S., Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. • ▪ .. ..• • .. . • • .. . • .... .... . . ....• .... . . ..• .. • • . • . • . .. . ..• . . . • . . . • NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 6 of 42 APPROVED SURFACING/COATING OPTIONS: TABLE 4 Chosen components must be applied according to manufacturer's application instructions. Any coating, listed below, used as a surfacing, must be listed within a current NOA. System Number Manufacturer Application 1. Generic Gravel applied at 400 lbs/sq., adhered with flood coat of asphalt at 60 lbs/sq. 2. Generic Slag applied at 3001bs/sq., adhered with flood coat of asphalt at 60 lbs/sq. 3. Karnak Corp. Karnak (#97 AF) Fibrated Aluminum Roof Coating applied at an application rate of 1.5 gal/sq. 4. CertainTeed Corp. FlintCoat A-150 applied at an application rate of 1.5 gal/sq. 5. Gardner Asphalt Corp. APOC #212 Fibered Aluminum Roof Coating applied at an application rate of 1.5 gal/sq. 6. Gardner Asphalt Corp. APOC #400 Sunbrite applied at an application rate of 3 gal./sq. MIAMI OADE COUNTY APPROVED ••• .. • • • • .. • .. • • • .. • •••• •••• • • • •••• •••• • • • .. .. • • • • • . • • . .. • ••.. • • NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 7 of 42 EVIDENCE SUBMITTED: Test Agencv/Identifier Factory Mutual Research Corp. Underwriters Laboratories, Inc. United States Testing Company Momentum Technologies, Inc. TrinitylERD PRI Construction Materials Technologies LLC MIAMI-DADE COUNTY APPROVED Name FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 UL 790 ASTM D 5147 ASTM D 5147 ASTM D 4601 ASTM D6164 ASTM D6222 ASTM D 3909/ D 4897 TAS 114(J) TAS 114(J) TAS 117 (B) TAS 117 (B) TAS 114 (H) TAS 114 TAS 114 TAS 117 (B)/ ASTM D 6862 TAS 114 ASTM Physical Properties ASTM D6164/D4798 ASTM D4601 ASTM D1970 ASTM D5147/D4798 ASTM D5147/D4798 ASTM D1876 ASTM D1876, TAS 114 (H), TAS 117 (B) FM 4474/TAS 114 TAS 117B ASTM D4798 ASTM D4798 ASTM D6222 TAS 117, TAS 114 ASTM D1876, TAS 114 (H), FM 4474 ASTM D1876, TAS 114 (H), FM 4474 ASTM D6163 ASTM D6163 ASTM D6222 Report 3Y8A1.AM 0D3A3.AM 2DOAO.AM 1D7A4.AM 3039046 3048520 R11656 97457-4 97-457-2R AX31G8D AX31G8F AX31G8G AX31 G8C 3504.06.01-1 3507.08.99-1 3503.10.06 06490.04.07-R1 Letter 3533.01.06 3521.07.04 C8500SC.11.07 C8370.08.08 C 10080.09.08-R4 C31410.01.11-2 C40050.09.12-1 C40050.09.12-2 C31410.10.10 -R1 031410.01.11-1-R1 C35460.05.11 • C42110.0871•2•• • C39670.08!12• • • • C35500.02•1:1:::• C31410.01.11 -2,Q J C31410.12.13'•.' C40050.12.13.4 •. C30310.12.09 -R1 • C45620.03:4 .•. .. • C47320.03.14 -R1 CTC -032-02-01 CTC -066-02-01 CTC -070-02-01 Date 03/23/96 04/04/97 12/23/98 11/09/98 06/15/10 09/19/13 01/11/13 06/03/88 12/02/87 09/05/08 06/05/09 06/05/09 09/05/08 06/05/01 04/18/01 10/10/06 06/27/07 04/05/06 01/06/06 07/29/04 11/30/07 08/19/08 03/25/10 01/10/11 09/28/12 09/28/12 11/01/12 ▪ 11/Q1/12 :'Cli/ib/11 48/4 x/12 • •• 08'/20/12 • :0:29h9/11 • 02/2,1/13 :•1278!/13 12'31/13 ;,P,M /14 • 03/27/14 •••• • • • .�•• 04/01/15 01/22/08 08/09/11 08/09/11 • • • • NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 8 of 42 EVIDENCE SUBMITTED: Test Agency/Identifier MIAMI - DE COUNTY APPROVED Name Report Date ASTM D6164/D4798 CTC -093-02-01 08/09/11 ASTM D2178 CTC -122-02-01 03/13/12 ASTM D2178 CTC -123-02-01 03/13/12 ASTM D4601 CTC -127-02-01 03/13/12 ASTM D6163 CTC -128-02-01 06/11/12 ASTM D6163 CTC -129-02-01 06/11/12 ASTM D6164 CTC -132-02-01 06/11/12 ASTM D6164 CTC -162-02-01 05/09/13 ASTM D6164 CTC -161-02-01 05/09/13 ASTM D6162 CTC -183-02-01 10/02/13 ASTM D6164 CTC -190-02-01 12/02/13 ASTM D1970 CTC -199-02-01 01/22/14 • .. • • • ..• .. • • . • • .. • . • • •••• •••• • • • . • .... •••• • • • • .. • • • • . • • • . • • • • • ..• •••• •• • • . NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 9 of 42 Membrane Type: Deck Type 1I: Deck Description: System Type E(4): SBS Modified Wood, Non -Insulated 19/32" or greater plywood or wood plank Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet: (Optional) Membrane: Surfacing: (Optional) Maximum Design Pressure: One ply of 11 Weather/Empire Base Sheet)Yosemite Venting Base Sheet, Flexiglas Base Sheet, Flintlastic Poly SMS Base Sheet, Flintlastic Ultra Poly SMS Base Sheet, Glasbase Base Sheet or Flintglas Premium Ply Sheet Type VI mechanically attached as detailed below. Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. One ply of All Weather/Empire Base Sheet, Flintlastic Ultra Poly SMS Base Sheet, Glasbase Base Sheet, Flexiglas Base Sheet,11intl_ . as�ti�B� Flintlastic Poly SMS Base Sheet or one or more plies of Flintglas Ply Sheet Type IV or Flintglas Premium Ply Sheet Type VI adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply of Black Diamond Base Sheet or Flintlastic Ultra Glass SA self -adhered or Flintlastic Ultra Poly SMS Base Sheet torch adhered. One ply of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR Dual Cap, Flintlastic FR -P, Flintlastic FR -P CoolStar, Flintlastic Premium FR -P, Flintlastic Premium FR -P CoolStar, Flintlastic FR Cap 30, Flintlastic FR Cap 30 CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq. or Flintlastic FR Cap 30 T or Flintlastic FR Cap 30 T CoolStar torch adhered to ply sheet. Any of the approved surfacing/coating options listed in Table 4. -52.5 psf. (See General Limitation #7) • • . . .. . .. • •• .. . . • .... .... . . .... .... . . .. . • . • .• . • . . .. . .... • • . • • • • • • . NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 24 of 42 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-4O lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered 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. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida r egistened• P;ofessional Engineer, Registered Architect, or Registered Roof Consultant (When this limitattq,i s speciUgally referred • • within this NOA, General Limitation #9 will not be applicable.) • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination, deigns shall conform too . Roofing Application Standard RAS 111 and applicable wind load requirements. • • • • • • • • • • • • • • 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure2diies (i.e. ftelt' • • perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted o t;hanced•issiening alt"" enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this linjtglipon is specjfically •• referred within this NOA, General Limitation #7 will not be applicable.) •• • 10. All products listed herein shall have a quality assurance audit in accordance with the F4orida Building Cone and. Rule 61G20-3 of the Florida Administrative Code. • • ' • • •• •• • • • END OF THIS ACCEPTANCE MIAMICADECOUNTY APPROVED NOA No.: 14-0529.02 Expiration Date: 06/19/18 Approval Date: 09/24/15 Page 42 of 42 MIAMI COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 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: Saxony 900 Concrete 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 herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and thw e•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 re'tsibrl'or chap ein the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of arty pleduct, • for sales, advertising or any other purposes shall automatically terminate this NOA. FailureetpocApaply with arty 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 fotlo3ed by jhe expiration. • date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its edfifely.' • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributor: and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900 -Slate Length = 17" Width = 13" thickness = 1-5/32" Saxony 900 Length = 17" Split Shake Width = 13" thickness = 1-9/32" Saxony 900 -Shake Trim Pieces MIAM APPROVED Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness Test Specifications TAS 112 TAS 112 TAS 112 TAS -112 Product Description Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush • Flat profile, interlocking, sigh p.essuro extruded • concrete roof tile with two Mil ltbles. rbi d1ct deck, • • batten, mortar set or adhesi'd Z8f applitatid$s. • • Accessory trim, boosted Bar6(6140na, con roof • pieces for use at hips, ridges aedrakes ' •••• • • • • • ••• •• • • • • • • • • • • • • • •• • ••• • • • • • • • • •• • • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 • 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier 94-084 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida MIAMIDADE COUNTY APPROVED 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC -77 7161-03 Appendix II & III Letter Dated Aug. 1, 1994 P0631-01 P0402 R I.894/R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 Test Name/Report Date Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) Wind Driven Rain TAS 100 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25-7094 25-7496 • • • . . .• • ...• . . .... . . .. 25-7584/25-7800-8/25-7804-4:8010: 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 . . • . • . . •. . March, 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Oct. 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Aug. 1994 bec. 1998 Marsh 1999 . .... • . ' .... February 1996 Mprit f996 December 1996 • • • • March 1995 • •OFG/16 • April 1999 09/01/16 06/29/16 • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - A, (ft3) Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 • Slate, Shake & Split Shake Battens ..., .. . .. . • • • Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) . • • • •••4 Tile Profile 2":12" 3":12" 4":12" 5":12" 6::12" •••••• ..1'::12" og• • •••greater•••• Saxony 900 Slate, Shake & Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Batter • •••••4eck pirect Battens Direct: Deck • 7.70 7.62 6.61 7.50 6.48 7.34 6.31 ' ;.16 • 6.1.3 6.9.• MIAMFOAOE COUNTY APPROVED . • . . . •. . • ..•. • .• . . .. . • • •. . • •. . NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.32 s 3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBone one -component foam minimum weight per paddy 13.9 grams. 3 ICP Adhesives Polyset® RTA -1, one -component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems . •••111 Tile Tile Application Minimun;Atgtchment Profile Saxony 900 Slate, Shake & Split Shake : •'. Resistance •••4 .. . .. . 1 Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH -160 6 Tile-Tite Roof Tile Mortar 115.8:' .... Two -component foam • • ' • • 40.45 • .... 4 Large paddy placement of 45 grams of Polyset® AH -160. . ••`"`• .--. .... ' ...-. 5 Medium paddy placement of 24 grams of Polyset® AH -160.• • • • • Table 7: Attachment Resistance Expressed as a Moment - M:(f#:I for Mortar Set Systems • • . •••111 Tile Profile Tile Application Milhi fi Attachment Resistariee' : • • • Saxony 900 Slate, Shake & Split Shake Mortar Set6 43.96 6 Tile-Tite Roof Tile Mortar MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". L,.„ LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NAIL HOLES PROFILE DRAWINGS . • • •. . • .• .• . . • 1-5/42" (Slate) 17" MIAMIOADE COUNTY APPROVED UNDERLOCK I SAXONY 900 - SLATE 13" •. • . . . . • . • . . •. • •.•• • • •.•• • iG034ERL4CtC • . • . . . • • • • . •••• • • •• • .•• NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 NAIL HOLES PROFILE DRAWINGS Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE 1-9/32" (Shake) • • • • • • •• • •• • • • • • •• • •••• •••• • • • . •.•. •••• • • • . •• •. • • . • • • • • • • . •. • ...• • • • •• • • • • • . • • . • • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE • • • • • •• • • ••. • • • •••• • • •••• • • • • • •• • • • •. • 1-9/32" (Shake) • •• • • • • • •• • •••• • • •••• • • • • • •••• • • • .• • • • • • • .: • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 CO�1l NTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.mia midade.eov/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 Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stat4 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, tete has 11 cell' fio chane 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•charlge in ate:..• materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endo] eipvitt of ati" rb1uct, for • • • • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to g (anvil y with an).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 fglydtit8d by t11e expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it Miall be done in its entirety. • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 14-0805.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMIOADE COUNTY APPROVED NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do 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 tile systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive.• • • . ••• • .• • •• . • • •. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to 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 @158°F., 100% Humidity, 2 weeks • •••• • • • • •.•• •••. • • ••• •• Reswlts• • • • • •• • • •• • • •• • rise • •••• • • • • • • •••• • • • ••• • 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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 •• •••03/0209 520109-2-1 •••• •••• • • • • •••• •••• LIMITATIONS: • • • • •• •• • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asseml!lyfvriire rating' 2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high tile profiles • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard 1.Af 120. •••:• • •• • 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. • • • • • • • • • • • 5. 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. NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 3 of 11 • • INSTALLATION: 1. ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 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). 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH -160 has been dispensed. 9. ICP Adhesives Polyset® 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. MIAMI-DADE COUNTY APPROVED • •. • • ... .. . . • . . • • .. . • .... .... . . .... •••• • . .... . . • • • • . • • • ... . • . . . .... . . . • • • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. MIAMWADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: • • • • . .. • • • . .. • �• • •• As required by the Building Official or applicable building code in order to properly evaluates tia. installation of this . • system. MIAMIOADE COUNTY APPROVED •••• •••• .... • . .••. • • . . .. • • . . • • • • . .• • . . ...• •. • . • • �• • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. • • . . • .. . .. • • . • • • • •• • High Profile / Single Pan Trot ••. •••• • • •••• • • • • ••.. 1. Starting at the eave cons,e• pply a riinin n 2" (50.8 mm) x 10" (254 rq>,1" (25.4 nyn) foam • • paddy onto the underla}Lneflt Positioned as shown under the pan portion of the file closestto the • • overlock of the tile beingt. •• • • • •• : • • •. • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17•YGm2) — 23 (148.4 cm2) square inch:adhesive contact with the .. . .. .• underside of the tile. • • • • . . . • 2. At the second course, applyz.vlinimum 2:450.8mn11 x 7" (177.8 mm) x 1" (25.4 41111114 toam padd} onto the. • . • underlayment positioned as skenn undo tliman portion of the tile closest to the everlock of the tile • being set. • • • '• • • • • 3. Continue in same manner. aure:•approximately 12 (77.4 cm2) - 14 (90.3 cm2) square inch %itesi'e contact with the underside of the tile. (Instructions continued on next page) NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 7 of 11 • ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) MIAMFOADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. . . . . .. . .. . . • • .. • • •••• •••• • • • •••• •••• • • • • .. .. • • . . • • • • • • • .. • •••• • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through pk (when moire* Flat/Low EPrcfikirile Paddy tbetmeendes) (ander t0e► Ewe Course Eire Closure fasda Men= Rwiliellie 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) • • • •• • • • • • •• • • • • • • • • • • • ••• •••• • • • • • • •••• ••• • • • • • •• •• • •• • • 0 • • • • • • •• • • • • • • • • •• • •••• • • • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 9 of 11 • ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High IProlie TJI� 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • • • • • • •• • •• • • • • •• • •• • • • • •••• •••• • • • • • • •••• •••• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • •• • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 10 of 11 ADHESIVE PLACEMENT DETAIL Two PIECE BARREL 1) Place enough adhesive to achieve 65 to 70sq. in. Steep pitch applications in contact with the pan tile. (whenrequired) 2) Turn covers upside dorm. Place adhesive in to 1 iif& from outside edge of Cover tile. Then instal the tile. Ensure 20 to 25 sq. in. contact area Underlapment Eave closure hnotarshown) Weephole Fascia Board Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles Ensure eave end of pan and cover tiles are flush at cave rine. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) squire high contact area on each aide of the co ee ¶n to the • pan tile. Continue in same manner I rirn away • • any cured exposed foist ilelliesive!Potrlting of longitudinal edges OUT %ter tiles aft considered optional. •" • •" • • • • 5. When additional nailiaijrs quirejhQy (50.8 mm) x 4" (101.6 mm) piilers or the tie wire system using galvaniled,'st:inless•steelI or copper wire and com$ati11 nails may used.. END OF THIS ACCEPTANCE •• • •••• • • • • • • • • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 11 of 11 •