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RF-10-1581
Inspection Number: INSP - 150753 Scheduled Inspection Date: November 09, 2010 Inspector: Bruhn, Norman Owner: CANTARA, PAUL Job Address: 10619 NE 10 Court Project: <NONE> Miami Shores, FL Contractor: MFS ROOFING INC Building Department Comments FLAT TILE RE -ROOF ATLANTIS TILE VERANA WHITE COLOR THOUGHOUT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments C �- November 08, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: RF -9 -10 -1581 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1122320280780 Phone: (305)383 -2280 Page 15 of 33 LOCATION j # OF TEST PASS # OF TEST FAIL Corner 6 Tests C� Pass 0 Tests E Fail Perimeter 9 Tests ! Pass 0 Tests 11 Fail Field 16 Tests 1 ` 4 Pass 0 Tests Fail Ridge 11 Tests 1,11 Pass 1 0 Tests 11 Fail L Total 42 Tests Pass 0 Tests Fail `I Roofing Contractor MFS ROOFING, INC Job Address Owner's Name Type of Tile MONIER Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 17 ft 2 Required Testing Force 35/bs Date Tested 10/29/2010 Number of Tests 42 Contact Name DANIEL IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. Cordi A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 alroofinspection@gmail.com 10619 NE10CTMIAMI PAUL D C4NTAR4 LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 ERTO CO TRERAS P.E P.E # 21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 Phone # (305) 794 -8851 7066 SW 44th Street Miami, FI 33155 N Telephone (786)326 -9877 " Fax (305)485 -9011 Permit # RF -9 -10 -1581 Date Installed Testing Equipment: F.G.E, 100 Roofing Contractor MFSROOFING INC A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 a lroofinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Job Address 10619 NE 10 CT MIAMI Owner's Name PAUL D C4NTARA Type of Tile Permit # RF -9 -10 -1581 Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Required Testing Force 35/bs MONIER Approximate Square Footage of Roof Contact Name DANIEL 17 ft 2 Date Tested 10/29/2010 Number of Tests 42 Testing Equipment: F.G.E. 100 Phone # (305) 794 -8851 SKETCH OF ROOF Revised by _lc 0/24/6 7066 SW 44th Street Miami, FI 33155 N Telephone (786) 326 -9877 Fax (305) 485 -9011 On or about State of Florida County of Dade: Revised on 5121/2009 RE: Permit# h ° cy /t7 - Ise (Print name and drde License Type) License #: CC to 9 ii Notary Public, Sate of Florida at Large INSPECTION AFFIDAVIT M iami Shores Village Building Department DATE: 9 I 74 0 licensed as a (n FS 468 Building Inspector 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 r / Engineer / Architect, , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 10(jil®t Ne in ['4- ( At`anu 'b t e--c (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this 27 " I day of Se f ® " GRECR?A GARCIA MY CO M I i, a.VD: v DD849858 EXPIRES Jz,r::.:,,, y 07, 2013 (407) 34-0183 - Morklalloterya iw.com:.. *General, Bolding, Residential, or Roofing Contractors or any individual certified under 488 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection oit IP, -PAti rt,L BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING CONTRACTOR: Company Name: (Ylci- ?-cD Address: City: tiNkfaXYW DESIGNER: ArchitectlEngineer: V \P Value of Work for this Permit: $ �t (At Type of Work: ❑Address ❑Alteration Descri , tion of Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Master Permit No. Flood Zone: 0 loam SEP 0 2 110 U OWNER: Name (Fee Simple Titleholder). L . ` * �� Phone#• SOS 4 2, Address: Q �( City: PAC State: Zip: ablal Tenant/Lessee Name: ` r-k Phone#: et6 to a gt,?• Email: 4 JOB ADDRESS: k totgv:\ t (- City: Miami Shores County: Miami Dade Folio/Parcel #: 11— Cs") Is the Building Historically Designated: Yes NO Zip: 3S 124, C Phone#: 26, ,� ss =C' -- State: 'i`�Cfc` c C& Zip: SS t 1° 2 Qualifier Name: ��t v � a 1 f t State Certification or Registration #: OL .0 Oa. Certificate of Compet #: Contact Phone#: Email Address: '!�'1�\fie $ � \ '.t Ll r Q c C 9 2 7) Phone#: Phone#: 22 ear Footage of Work: D-�.Q. /Replace ❑Demolition I_ A r COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * * * * * * *** * *******, air * *** * * * * * * * * * **** ** Fees, , *, *, * * * * * * * * * * * * **** **** * * * * * * * * *** ***** ** Submittal Fee $ _ Permit Fee $ 3 CCF $ CO /CC $ Scanning Fee $ _ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ a 0 00 aaaaa 4..t.0•090.19 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A}1'1DAVIT: 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 Owner or Agent The foregoing instrument was ackn wledged before me this day of 2 A b , 20 /D , by /7qu f e241..• 2a� who is personally known to me or who has produced / / 2t' L/ L As identification and who did take an o NOTARY P LIC: Signature Sign: Print: Ai?c 1 My Commission Expires: ***9r, ***it6ii **irit* ri***4 APPROVED BY (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3 /15 /09)(rev6 /4110) Sign: Print: My Commis GRXGORIAa G 9858 Cam MY COMMISSION # DD wXPIRaS January 07, 2013 • {Wallotary rolce.com �r9r,Y9Nr,Y�iY,Y**** i *** Contractor 4 1 - The forego g instrument was acknowledged before this day of' / , 20 /O, by # )z 2" l4,— who o is personally known to me or who has produced ath. rL /) i Gt L as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review ** lecl o21.[ &Ara birf • 63REGORIA GARCIA MY COMMISSION # DD84985 ,CPIRES January 07, 2013 dr ** ,Ntt * **,�r* iY9r,kt Floridallote041 (407) 398'01 Zoning Clerk Sep 1410 03:04p MFS Roofing, Inc. CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWOWNER: ff t L L;, � / : . v 771/2, A PERMIT # ( O- V D � ADDRESS: COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) FOLIO NUMBER: 1 \ FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): Ili► TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 1 1 VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 4 W,3 kk, o 06 OWNERS SIGNATURE: .n, 1 PLANREVTEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 305 -387 -8611 p.5 DATE: 1/ 2-r/10 DATE: Permit # Sheet Address if available: 010- n 5. a. Surety name and address: b. Surety's phone number c. Amount of bond: Folio #11-2232-028-0780 NOTICE OF COMMENCEMENT The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement 1. Legal Description of Property: 2. General Description of Improvement RE -ROOF 3.a. Owner name and address: b. Interest In property: c. Name/mailing address of fee simple title holder (if other than Owner): 4. a. Contractor name and address: b. Contractor's phone number: 6. a Lender name and address: b. Lender's phone number 7. a Persons within the State of Florida designated by by Section 713.13(1)(A)7., Florida Statutes: Name: Address: b. Phone Number. 9. Exphation date of notice of commencemett STATE OF FLORIDA COUNTY OF BROWARD The fnm by A,e N ci5n �� '/? 13 Individually, or 13 as OWNER 1/ PURSUANT TO SECTION 92525 FLOmDA STATUTES Under pew of perjury. I declare that 1 have read the foregoing and that theft stated in flare true, to the best any knowledge and belief. 1 1111111111111111 11111 1111111111.11111 1111.1111 GFlhll 20 OR Bk 27430 Ps 04181 tips) RECORDED 09/22/2010 14:24:37 HARVEY RUVIN, CLERK OF COURT MIAMI -DARE COUNTY, FLORIDA LAST PAGE ads space reserved for recorder Lot? B1odc Unft # Bldg # 13 Lengthy legal attached Subdivision/condominium: MIAMI SHORES ESTATES 10619 NE 10 CT., MIAMI SHORES, FL PAUL D. CANTARA 10619 NE 10 CT, MIAMI SHORES, FL OWNER MFS ROOFING, INC. 13247 SW 86TH STREET, MIAMI, FL 33183 305- 383 -2280 ; 305- 383 -6180 8. a In addition to himself or herself, the Owner designates - to receive a copy of the Llettor's Notice per section 713.13(1)(B), Florida Statutes: b. Phone number of person or entity designated by owner Signature of Notary Public Printed name: (SEAL) (the explaslion date Is 1 year from date ct recording wtoss a different date is epedfled). WARNING OT OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE 0 COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTIC OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK 0 RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Otficer/Diredor /Partner / Manager By vi G am_ By . aim Name PAUL D. CANTARA Print Name Title/Office OWNER Title/Office 20 day of SEPTEMBER , 2010 rTa ,17-,-ArerAw41?1. 7111 _* • MY COMMISSION # DD849 SIRES January 07, 2013 313934153 'Florida :.aom Signature(s) of Owner(s) or Owner(s)' Authorized Manage signed above: . BY 4 V — fir By . OmMOvitanu4mo -ram 429mmenammint raviaed 7.3.o7.da I CERTIFICATE NO. /DATE AC10- 15200605- 92 4288 9/1/2010 12:21'51PM ACORD . CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ighpoint Risk Services LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 14160 Dallas Parkway 6500 HOLDER. THE rOVERAGF Y O TH FP T I E S RFI OW (800) 632 -5096 (972) 715 -0959 INSURERS AFFORDING COVERAGE PRODUCER H 1 D allas, TX 75254 Fax: (972) 404 -4450 INSURED: ps 1 /c /f: MFS Roofing, Inc.. 13247 SW 86 ST. MIAMI, FL 33183 (305) 798 -1790 Fax: (305) 387 -8611 INSURER A: coma n1nn pro and CaRUa TnsurAnce C INSURER B: INSURER C: INSURER 0: INSURER E: COVERAGES ABOVE THE ANY REQUIREMENT, TERM OR CONDRION OF ANY CONTRACT OR OTHER DOCUMENT WITH TO POLICY THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE MISURED NAMED RESPECT WHICH THIS PERIOD INDICATED. MAY OTW ED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR A PTJATFY( 06/22/2010 A TYPE OF INSURANCE GENERAL LIABILITY E COMMERCIAL GENERAL LIABILITY CLAIMS MADE a OCCUR GEN'L AGGREGATE LIMY APPLIES PER: 71 POLICY n P n LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS GARAGE LJABBJTY R ANY AUTO EXCESS LIABILITY OCCUR 0CLAIMS MADE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LLABILRY FLG2087391 POLICY NUMBER WC77779991701 04/01/2010 POLICY EXPM1811 MTV WM 06/22/2011 04/01/2011 LIMITS EACH OCCURRENCE $ PRE DAMAGE (Any One Ire) MED EXP (Any ore perso PERSONAL & ADV INJURY GENERALAGGREGATE PRODUCTS - COMP/OP AGO COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILYINURY (Per accident) PROPERTYDAM1AGE (Peraccldera) AUTO ONLY EA ACCIDENT OTHER THAN AUTO ONLY: EA ACC AGO EACH OCCURRENCE AGGREGATE x 11 ?, ogre I PR EL EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE EL DISEASE - POLICY LIMIT 1000000 $ 100000 $ 5000 $ 1000000 $ 2000000 $ 2000000 $ $ 1000000 $ 1000000 1000000 OTHER LIMITS LIMITS U .H1Y1 eJN Ur VrCHA: IVIVLU4Af1YlYb /Ytna. Lt:fiLRGGDbIWM = WPM 1. This certificate remains in effect, provided the client's account is in good standing with ARS. Coverage is not provided for Ypany employee for which the client is not reporting wages to AMS. Applies SEE o f t demm employee s RofTA leased to MFS Roofing, Inc.., effective 04/01/2010. p MIAMI SHORES VILLAGE BLDG. DEPT. 10050 N.E. 2ND AVE. MIAMI SHORES, FL 33138 DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAME) TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, RS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE CERTIFICATE HOLDER ACORD 25-8 (7/977 ADDITIONAL MUSED; INSURER LETTER: CANCELLATION SHOWW ANY UI- r Ht AbUVS Utra..141kMU FULICIEL tlb Lu,i1. tlhtUllt , LI! EXPMAI IUD © ACORD CORPORATION 1988 • • • • • • • • • • •• • • • • • • • ••• MFS ROOFING WE'VE GOT YOU COVERED MFS Roofing Inc. Tel: 305- 383 -22801 Far 305- 387 -8611 13247 SW 86 Street Miami, FL 33183 j rc1 971 tgbcllsouth.nct Purchaser. Tony Bargas 10619NE10Ct Miami Shores, FL 33138 305- 893 -9422 a,nc.bar'as gmail.com JOB TYPE: PROPOSAL / CONTRACT PROPOSAL #: 30236 DATE: August 16, 2010 CUSTOMER ID: Tony Barges I CONCRETE FLAT TILE RE - ROOF DESCRIPTION Roof replacement - Concrete flat tile ( white finish )** Remove existing roof down to a smooth workable surface Re -nail roof sheathing to exceed current building code at 4" on center with 2.5" ring Shank framing nails. Install GAF #30 felt base sheet mechanically fastened by 1.625" Dade County Approved tin tabs and 1.25" ring shank roofing nails fastened to code Install new galvanized 3 x 3 drip edge nailed 4" on center with 1.25" ring shank roofing nailc Installing plastic roofing cement to the laps in the drip edge to prevent water intrusion. Replan all plumbing stacks, vents, pitchpans - to be sealed with asphalt impregnated fiber mesh membrane embedded in roofing cement Hot mop single ply of #90 mineral slate paper in flood coat of Hot Asphalt Type IV per Florida Building Code and back- nailed 8 inches on center with galvanized cap nails Furnish and install matching eve closure. Install new concrete flat tiles using Dade County Approved Polyfoam foam tile adhesive. Rake tiles to be installed using 2.5" stainless steel nails in addition to Polyfoam. Hip and ridge tiles to be installed onto a continuous structural member (galvanized channel metal - tile selection will determine appropriate sizing Channel metal to be installed embedded in roofing cement and secured to deck with ring shank roofing nails. Replace up to 15 square feet of soffit Replan up to 25 linear feet of fascia Replace up to 64 square feet of sheathing/decking Purchase price includes permitting, labor, material, and debris removaL TOTAL FOR ALL WORK COMPLETED PURCHASE PRICE $ 14,468.85 $ 14,468.85 AU material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above spedficattons involving extra casts will be executed only upon written orders and will become an extra charge over and above: the purchase price stipulated above. All agreements contingent upon hurricane strikes, accidents, or delays beyond our control. Owner to carry fire, windstorm, and other necessary insurances. MFS Roofing Inc. is licensed, bonded, and insured in the state of Florida. NOTE: This contract may be withdrawn if not accepted within 30 days. Acceptance of Contract - The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as ortt above. ( Draw - 33%; Second Draw - 33% ; Third Draw - 34% "Purchase price may - b .y", color, Contract carries 10 -r. guarantee on labor, AUTHORIZED SIGNATURE 1 RtSiG IATrt. !fine' •• tiles based on August 16, 2010 warranties terms and conditions DATE El" / l� LET R /HT f • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • ZONING DEPT BLDG DEPT BY RATE YOUFORDOING BUM= I US-! APPROVED Miami Shores) Village SU BJFFT 18 EEMPI_IANCF� W i AL+FP r - I J+ V'J A F UE riAL STATE AND l ✓UN iY riULE§ AND R ULATI P+T - f . �t`l •1 11 ATI �.I`,tl i ('F Y ;1 it F. 4PJC �' N 1 SEP 010 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. /3 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. / Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. A i Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. 1 4Q L Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. A L 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. 7. PAL Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be • • • •redu It t ay be beneficial to consider additional venting can result in extending the service life of the • • • • Owner /Agent's Signature Date Contra • .•• .•• • •. . • • • • • • • • • •. • • .. .. • • • • • Re ons7l9/200W LD • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • . • • • • • • • • • • • • . . • • • • • • •• • • •. • • • • • • e 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: VA u L b • CA/ 4 AR A Property Address: k.Ola -k e Lc C 4c Roofing Permit Number. Dear Building Official: Ply L-S c), CA14�14e ►4 building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade The undeOgndt(, betigothgiirstdity �Sn llnm, de and says that he /she is the owner for the above property mentioned. Sworn to • nd sate? ISetarethb th1$ o� n day of ��—/° 1- zo / o 5. ... .. GARCfIA MY COMMISSION # DD8498 �� % ?A; e° EXPIRES January 07, 2013 „ Fwa , y se rvlce. ccm Notaryet#bliCiSate dtylocda at Lath • • • • • • • • • •• • • • • • • • • • TNhen tit just valuafon of ttlb structure f!r purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. • •• • • • • • • • • • • • • • • • Revised on 5/22009• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Print Name Miami Shores Village Building Department Date: certify that I am not required to retrofit the roof to wall connections of my Mac a G4;Vr.4zA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,730 Lot Size: 10,400 SQ FT Year Built: 1953 , $'125,452. MIAMI SHORES County: • • • ESTATES PB 47 -58 LOT Legal 7 BLK 5 LOT SIZE Description: 80.000 X 130 OR 20317- 2464 03 2002 1 COC City: • • • 22321 -0693 04 2004 1 458009/ r $2331!154 OR 22321 -0693 0404 00 Year: • 20141 • •2009• • APWiTid • • :Alil1ed Taxing Authority► Exempeion► T Exemption/ • •raxable 10619 NE 10 CT MIAMI Value: Value: Regional: $50,000/ $50,000/ • • , $'125,452. , $233,54 County: • • • $ 45011000/ . !125, 52_ $23 ,91 City: • • • 400,000/. $125,452 458009/ r $2331!154 School Board: $25,000/ $150,452 $25,000/ $258,954 Folio No.: 11- 2232 - 028 -0780 Property: 10619 NE 10 CT Mailing PAUL D CANTARA Address: $113,113 $143,084 10619 NE 10 CT MIAMI $175,452 SHORES FL Assessed Value: 33138 -2101 Year: 2010 2009 Land Value: $62,339 x $140,870 $25,000 Building Value: $113,113 $143,084 Market Value: $175,452 $283,954 Assessed Value: $175,452 $283,954 Year: 2010 2009 Homestead: $25,000 $25,000 ( 2nd Homestead: YES YES Miami -Dade My Home My Home 177 tt? • ades dv Show Me: Property Information Search By: Select Item 51 Text only 0 Property Appraiser Tax Estimator 0 Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Propert y Information: Assessment Information: Exemption Information: Taxable yalu0 Lliformation: Selt Rtfermatibns • A/7 hA • • ••• • • c "�""" "" • O • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Aerial Photography - 2009 • •• • • • • •• • • • • •• •• • • • • •• • • • • • • • • • • • • http://gisims2.miamidade.gov/myhome/propmap.asp My Home 1 Property Information 1 Property Taxes j My Neighborhood j Pr pertv Appraiser Home 1 Using Our Site 1 Phone Directory 1 PrivacY1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. 0 113ft Page 1 of 2 Legend ▪ Property • Boundary Selected N Property Street Highway Miami -Dade County Water 9/2/2010 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES .• • • • • •• • • ••• • • • • • •• • • • TtS2 • • • ••• Master Permit No. Process No. Contractor's Name " We= a Job Address �(5(0. (‘t C. e �l v\��e:0(AI 1 2U1242 ROOF CATEGORY ❑ Low Slope ❑ Mechanlcaliy Fastened Tile (Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ieroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■„ ■'IC■■■VIG i•1! WATT I_sAAAA ■■■■■ ■ii■ }i■ ■■MIIwrtir r A fir ATAWAVAINIIIMEN ■il■I■■■■■ ■ ■■ ' ■ ■ ■ ■■C■■ ■i■■1i■■t i ■ ■■■■ ■ ■■ ■ ■■■■ ■ ■Ei■ ■■ ■I■■I■■i1 ■■ ■■■■■ ■■■■ ■■!M■ I■■■ i■■m■■ ■■ ■ ■ ■■■■■■■■� i I■■■■■■■■■_____ ■■■■I Ii■■■■ ■■ ■ ■ ■■ ■ ■■ ■ ■■■u i ■1 i■ I■ ■!u■■ ■■ ■ ■■■■■ ■ ■ ■■ \u.iuu■ •i 11111EPAINIMMEEMENIIIIIIMMIIIIIMEME Elf Rai:MIME Mt MILWZMILWAIIIIN ■ ■ ■■ ■ •1!1■ ■■ • •• • • • • • • • • •• •• • • ••••••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • ••• • • Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Section B (Roof Plan) ❑ Repair ❑ Maintenance FLORIDA BUILDING CODE — BUILDING 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: Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Max. Design Pressure, from the specific • u k Approval system: TYPE • AV. Deck: MILIE \ Slope: - Gauge/Thickness: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding M erial: Insulation Base Layer: Base Insulation Size and Thic Base Insulation Fastener/Bo • ing Material: Top Insulation Layer: Top Insulation Size - • • Thickness: Top Insulation Fa ener/Bonding Material: Base Sheet(s No. of Ply(s): Base Shee astener/Bonding Material: • • • Plel W 10 wf PITr(4+: • • • • • Ply >: . =t • • • • n i rig Material: • • J. • PIx,:. • • • • • • • •�• opipIX Faslener/BonaingeMaterial: • • • • • FLORILr• illUI .Dft 'CQDE - BUILDING • • ••. • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: _ " oc @ Lap, # Rows Perimeter: _ " oc @ Lap, : - ows @ " oc { P, #Rows@ "oc Comer. " Number of F eners Per Insulation Board: Field " oc Perimeter Comer lustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit • Z • FT. FT. Parapet Height Mean Roof Height 15.33 Roof System Manufacturer: .. .`� Notice of Acceptance Number: c - 0 A\ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations)1: `' ‘J. A9 P2: - bt.It P3: -W . l Maximum Design Pressure (From the Product Approval Specific System): L in o4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • Rolf Slope: : 12 Ridge Ventitrg •• • • • • • • • • .. . • • •• ••• •• • • • • • • • • . ••• • • • • •• • •. • • . • • • • • .... • . • • • • • • • • • • • • • • • • 313 4• • • •... • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • • •• ••• • • • •• • ••• • • • • ••• • Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: Mean Roof Height I S/4 . t Type Underlayment: -K Insulation: Fire Barrier: 0 31/4 Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: tiatoczrilta . 2) 1 ' race atf gew fi e, 1'14 t1 ??, L( e L i .„ FLORIDA BUILDING CODE — BUILDING Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Thble 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Caavity Mil Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Ma Calculated Attachment • • • • • t • Resistance F' Product Approval • • ••• • • j414d {plan gaistamx Fr Calculated Average Tile Weight W Product Approval • • • e D iA10:6oas • • •• • • L = length W _ width Product Approval gletcnlatiort g fist itramitted to the building official at the time of permit application. M required Moment Resistance* Mean Roof Height -' Roof Slope ,4 15' 20' 25' 30' 40' 2:12 34.4 38.5 38.2 39.7 422 3:12 32.2 38.0 37.4 39.8 J 4:12 30.4 --Ligig 322 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 •• ••• • • • • • • • • •• • •• • • • • • • •• ••• •• • ••• ••• • • • • • • • • • • • • • • • •• • • • • • Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose other Method 1 or 2. Compete the values for M with the vahres frcrm Mf. Ifthe Mfvaluesaregreaterthanor equal to the M values, for each area of the roof, then the tile attachment method is acceptable. �/�- ` 0 i y�+Metethoodd 1 "Moment Based 'file Calculations Per RAS 127" ) (Pi x), 0 j to q,`` = b 1� Product Approval bt p (P 1 / 6Ike A 'e 11/1 I +��- Mg: (L �a0 = Mt2 •jk % Approval M (�O s Product (P ' s` = M73 ' ' 0 .a*/ Product Approval M [ a Method 2 "Simplified Tile Calculations Per Table Below" Requited Moment of Resistance (Mr) From 'Bible Below .4 Product Approval Mf 1 40 m4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F values are reater than orequal to the Fr values, for each area of the roof, torn the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" x w: _ __) - W: x cos 0 = F Product Approval F x w: = __) - W: x cos 0 = F Product Approval I xw: = -W: x cos =F Product Approval F (P x L (P xL (P x L • : • FLORID UICDI ii'C DE - .BUILDING • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 15.35 • ••• • • • • • • • • • • • • • MIAM{DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the Hi: 1 elocity ` urricane Zone of the Florida Building Code. DESCRIPTI t : Atlan + ; ` Shake & Slate Concrete Roof Tile LABELING: Eac unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • • 9 Ws i evEses 1OA V7 and consists of pages 1 through 7. • • The subiniltei d o4mEgtation was reviewed by Alex Tigers. • •• ••••• • •• ••• •• • • • •• ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • •• • • • • •• • • • • • • • • • • • • • • • • • •• •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete I =16" w= 10" 1 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 94 -060A 94-084 25- 7094 -2 The Center for Applied 25- 7094 -8 Engineering, Inc. 25- 7094 -5 TAS 112 TAS 112 Product Description, Flat, interlocking, high pressure extruded concrete shake and slate roof file equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens). • Static Uplift Testing PA 102 •• ;'; (4" Headlap, Nails, Direct ¶Yec%c, • Recover/Reroof) • •• • ••• NQ4 No.:.'44O42 .11 leg Oir ti n :2206:1t Apprd tad Date! 0512,109 Page 2 of 7 • • ••• • • • • • • • • • • •• •• • March, 1994 May 1994 Oct. 1994 Oct. 1994 A • • • ••• •• 129 • • • • •• • • • • • • • • • •• ••• •• •• • • • • • • • • • • • •• • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • •• •• • • • • ••• • ••• • • • • • • • • • • • • • • • • Test Agency 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 The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. • • • Walker Engineerin , Ind • •. a�ke � 4 n �in • • Nbftin fEng hee • • • ••• • •• • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • ••• • . • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 TAS -112 Test Name/Report Static Uplift Testing PA 102 (2 Quik Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 13343.1 Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 March 2009 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 3 of 7 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 RAS 106. 33 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 underlayment 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 applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate 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) Monier Lifetile Atlantis Shake & Slate Tile 8.5 Length -I (ft) Width - w (ft) 1.33 0.833 Monier Lifetile Atlantis Shake & Slate Tile Table 2: Aerodynamic Multi tiers -X ft . ( a' (ft) Batten Application Direct Deck Application N/A 0.208 Tile Profile Tile 2 ":12" Profile Table 3: Restoring Moments due to Gravity - M, (ft -Ibf) 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 " :12" or greater Monier Lifetile Atlantis Shake & Slate Tile Battens N/A Direct Deck 6.17 Battens N/A Direct Deck 6.11 Battens N/A Direct Deck 6.01 Battens N/A Direct Deck 5.89 Batt ens Direct Deck N/A 5.75 • • • • • • • • • • Battens Direct Deck N/A 5.59 • • • ••• • • •• • • •• • • • •• ••• • • • • • • • •e • ••• •• • • • • • • • • • • • Eajgeatrora bate. MI 6/2 • • Approval Date: 05/27/09 Pap4f7 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Table 4: Attachment Resistance Expressed as a Moment - M (ft Ibf) for Nail -On Systems Fastener Type Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) Direct Deck (min 15/32" plywood) 30.9 7.3 14.0 30.8 51.7 24.3 19.0 35.5 31.9 Direct Deck (min. 19/32" plywood) 38.1 9.8 18.8 30.8 51.7 24.3 19.0 35.5 31.9 Battens N/A N/A N/A N/A N/A N/A N/A N/A N/A Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 1 See manufactures component approval for installation Adhesive' reg 2 Flexible Products Company TileBond Average weight pitements. Polyfoam Product Inc Aver weight per p 8 grams patty 13.9 g Minimum Attachment Resistance 31.3` Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 3 Large paddy placement of 45 grams of PolyProTM. 4 Medium paddy placement of 24 grams of PoIVPr0TM. PolyProT"" PolyPro Minimum Attachment Resistance 118.9 40.44 Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar or Adhesive Set Systems � 6 : . Tile Attachment . • . :.: 'Pro ie ' Ap Resistance Mori &r L lea antie S, a z & 'Slate Tile Mortar Set 39.0 5 See specific mortar manufacturers Notice of Acceptance • .• • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• . •• • • • • • • • •• • • • • •• • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (POMPANO BEACH, 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. • • • • • • • • •• • • • • • • • • • • • •• • • • • • • •• • • •• • • • ••• ••• • • • • • • • • • • • • • • • • tick No.: oe4422.1 i : • • • • • • Expfiradon Ate: 1!211611 Approval Date: 05/27/09 Page 6 of 7 • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• • •. • • • • • • • • . • • • • • AIERWVa1 w•..,_ 161hr . w\w � �•+ 1.. -,,z,.. 4 •• % % ::' `•.%,. mut MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE •• •• • • • • • •• • • • • • • • • • • • •• • • • • • •• ••• • •• • • • • • •• • • • • • • • • • • • • • • • • • APPROVED • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • • ••• • • PROFILE DRAWINGS ilir 1. 1 • NOA No.: 09 -0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 7 of 7 M I A M DA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is a.r, , :, 'bed herein, and has been designed to comply with the High Velocity Hurricane Zone of the Fl DESCRIPT RENEWAL of this i s a e considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jprge L. Acebo. • • • • • • •• ••• • • • • • •• • • ▪ • • • ••• •• • • • •• ••• • • • • • • • • • • • • • •• • • • • ••• • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® All 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH 160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Roofing Roof tile adhesive Polyurethane N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal maggfacta4ng vartailoq. • • • • • • • • • • • • • Product Description • • • • • • • • • •• •• • • Results • • • • • • • • • • • • • • • •• • • • •• ••• • • • • NQA AiQ; 06-0M.02, • 3xpi at ►n9jate: 0540/1: ; A'P1 oyal V13/0* • • • Page aof7• ••• • • • • • • • • ••• • • • • • • • • • •• • ••• • • • • • • EVIDENCE SUBMI T 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 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 10I 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A11160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. • • • • • • ?? / •• ••• • • • • • •i w • • • • • • * 2,; • r • •• ••• •• • • • •• MS ••• • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of Polypro® A11160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance 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. Polyproc AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and Licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to }prop 1}i evaluate • the • • . • . installation of this system. • • • • • • • •• • • • •• ••• •• • • • N9A Woa 06- 0201.02. • xpi ation'gate: 05/10/1; itkerota1•Dite'04/13 /0G • • • • Page 4'of7' • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • •• • • • ••• • • • ••• • • • • •. ••• • • • • • •• • • . • • • • •• ••• •• • • • •• ••• • • • • • • • • • • • • •• •• ••• • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • •• • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY •• • • • • • ... .. • • • • • •• • • • •• ••• •• . •. NQA Dip: 06- 00U1.02 • ) xpiyatjpn 05 /20 /1= APIC'ot ite! /01 • • • • Page 8of7• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• • • • • • • • • • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY •• ••• • • • • • •• • •• • • • • RIND OF THIS ACCEPTANCE •• ••• •• • • • •• ••• • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7