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RF-10-2137Inspection Number: INSP- 156524 Permit Number: RF -12 -10 -2137 Scheduled Inspection Date: March 11, 2011 Inspector: Rodriguez, Jorge Owner: MACO, JOSE Job Address: 114 NW 108 Street Project: <NONE> Contractor: AMENGUAL ELECTRIC INC Building Department Comments RE -ROOF TILE 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- 153893. provide renail aff March 10, 2011 Miami Shores, FL 331684313 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 Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360100020 Phone: 786 -344 -6710 Page 2 of 8 Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shores, F133138 Ph: (305) 795 -2204 Fax: (305) 756 -8972 Permit Number: Job Address: I (Print name clearly) (Certificate of competency number) C6C (0037 (State certification/registration number) RENAILING AFFIDAVIT — Building Department That I have personally inspected the re- nailing of roof sheathing for the area covered by the roofing permit referenced above, and further state that the Renailing of the sheathing meets the requirements of the of the South Florida Building Code, Section 3401.1(b)(5), 3401.8(h). (5) Re- nailing: Mandatory in- process inspection for the re- nailing of roof sheathing shall be required. However, if the Building Department cannot make said inspection a letter submitted by the qualified in the form of a notarized affidavit, including license number, shall be submitted to the Building Official, attesting to the fact that the nailing of the sheathing has been brought up to the standards of this Code. See paragraphs 3401.8(h) (h) When existing roofs are re- roofed to the point that the existing roofing is removed down to the sheathing, the existing roof sheathing shall be re- nailed with 8d common nails (0.131 diameter by 2 %2" long with a 0.281 diameter full around head). Nail spacing shall be six inches on center at panel edges, six inches on center at intermediate supports and where applicable four inches on center over gable ends and sub - facia. Existing fasteners may be utilized to achieve such minimum spacing. See Sub - paragraph 3401.1 (b) (6) and P . ay aph 2909.2(e) of this Code. Quail ier /Contract i a D to (Name of qualifier /contractor) - Tpa p 44504,(16L, having first been duly sworn, does affirm the statement abov A correct by his own personal knowledge. Notary :_! ,.� . Date: > /. ���,,,,,� CARLOS A. URBINA '` P /- � ,,, Notary Public - State of Florida • os 41 My Commission Ex s s 31. :. N. l * c Commission §` p ,. % o?, Bonded Through National Notary Assn. Personally known to me Produced photo identification (type : Gt.,// /ALl i dbr 5 FL 33/ f , and do hereby affirm; �> & t'/ at Print Name 1 BUILDING Permit No. 0 - 21' " 7 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING /t OWNER: Name (Fee Simple Titleholder): --1 O, / 1 � / � 4C Phone #: �` ' Q/ `, t L Address: jig Ak /, 1/4 J 7 City: / / /,�A° . , , NOES State: X Zip: .33/g Tenant/Lessee Name: Phone #(Wb ! 217 - X7 900 Email: JOB ADDRESS: on fru: a5 t atf ? iIe City: Miami Shores County: Miami Dade Zip: ,33,k) Y Folio/Parcel #: i 4 "21 &- ©10- cow Is the Building Historically Designated: Yes NO lc Flood Zone: CONTRACTOR: Company Name: KVl4L1/lG C- /�"� Phone #: Address: 248 S 6 k) ` 2 fi €}UL City: CW.C42 kilk State: T l on itrc7I c&. Zip: — S'5r z Qualifier Name: JL4ALI/1d ATIADA/e/paal • Phone #: State Certification or Registration #: C GLC JQ fl 0 1 Certificate of Competency #: Contact Phone #: 16 - e/02 - 965Z Email Address: 49 CD4 Qrf 6) i4/4. °Ca#41 DESIGNER Architect/Engineer: Phone #: Value of Work for this Permit: $ ®p -000 Square/Linear Footage of Work: Z 2 O0 Type of Work: DAddress OAlteration 1 air/Replace - Description of Work: ,e - �° Tip ® , ' 1 »w , —, e r &uce n - L '/ct r O' 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 ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Cogs& e ms/ �,; * * ** ***** **** **** ****** *** e***** *** *F *********e *** *a.*** ****** ************ � **** Submittal Fee $ Permit Fee $ •() (j CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 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 r p: ction fee will be charged. Signature �, A► 1 ' The foregoing in rument was acknowledged b ore me this 1 The foregoing instrument was acknow__dged before me this day of �� �l : //i 20 ( Q.., by , day of WE' ,� , 20 tO, by who is personally known to me or who has produced who is personally known to me. nr who has produced NOTARY P My Commission Expires: APPROVED BY owne r or As tification and who did take an oath. f AV Sign: / / // %►- l� 1 , Print: 2 'A �A• t a Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Sign: Print: Notary Public - State of Florida My Commission Expires Jut 31, 2011 <' <q Commission # DD 693640 E • , ; ;` Bonded Through National Notary Assn. �� 1� Plans Examiner as identification and who did take an oath. NOTARY P My Commissio 7 _ R }OSA.URBINA - State of Florida . _ My Commission Expires Jul 31, 2011 � Commission # DD 693640 4.- **igrowia*AnOgaigaUation al Notary Assn Zoning Clerk 3JO2/201O O :42 12/13/2010 17:18 3056435810 T1RCATE OF .� 11120Sadand 06 1441, FL 33.114 Mane (9s4)aNS- l28 Feat e4M0d.2130 mem A � L A ELECTRIC INC 33 NUJ 1 12 Tarr • MIAMI, FL $3128. 1.11 ;a 0 0 Opt purr All(} ABUT ALL OWN AU TQR SPHEI hLQDAJTgs MHR6'D Arms No ti AVUIdEi *r1'oa INSMANaa !J I`, Well '1 bfl Q'CNt II i nN�dai -� A govp P4 ": 'M�111;1roL oy 1° i IRdGJ oA I p. fi A t . hlou tS -`.. 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't 161*tgGAt, F�At.Mal 11 T 'I PE HOLDER SHORES VILt 02/02 12/13/2010 17:18 3056435810 -Z. 4,, ••■.; ..• • . •. . vokwrms . • . • A fT•PS•i`:::.• . • .;• :; :1 .... • ••- • • • :* OtiOrtg1441194 • • C4. • • • . ated :: • • • . . . tulik.r& • • • vit#.4i...40:61ti . , • :.Stiatkciitr::' • • • . • . t • . • . • . • • . . • -ki • • • • • • • • •• • • •• •• • • • • • . • . ... • .••• • ••.. •41a* - CR T 1!.. • • • • • • • •: " Off • • OTf4 smoff AMENGUAL ELECTRIC IN Twit 1407 XIEttOme lac PAL iqukftt* - • -.. • • • ' * . • • 14+-* PI 1 ori MOT FORWAPM NMERGUAL ELECTRIC INC AMENOUAL BERNARD 4851 NW La TERR MIAMI FL 35IZ6 )6 1.09714, =.•.- : : . • A aft, x.A.104* . • • .. . • • • :Ai Olt 41 $ PAY ..4t4f • • . • . : 11B.0045,41U4;0 2— .4 • 'toe' • .% wc PAGE 01/02 . • . • • • • ' . •• Etil!miatAffos woe . ramgrd MOW. 44e.f„:i41 • A RECORDED NOTICE OF C OMMENCEMENT INSPECTION 11111111111111111 1 1111 11111 11111 11111 1111 1111 PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements 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. Space above reserved for use of recording office 1. Legal description of propely and street/a dress: (/q 4P/?! /0 T , 4/444 5 /fee 3' /(a ?' 2. Description of improvement pe.,-i 3. Owner(s) name and address: IQ .1.re- Al ^ / GC //Y Z /OzeS> Interest in property: OW/4&(_- Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. ; 5 /1/, /2 ' 9. Expiration date of this Notice of Commencement: TAX FOLIO NO. if Z/3 6 O/O Ov 0-D Signature(s) of Owner(s) or Owner(s)' Authorized Prepared By Print Name f® M 4 ki A CO Tdle/Office OGv it/e/z- STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoin instrument was a knowledged before me this By ❑ Individually, or as I7-1.40-e--' for ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. day of CF14 2010R0809154 OR i ?k 27507 P's 1438i Ups) RECORDED 12/02/2010 13:27 =03 HARVEY R:UVINo CLERK OF COURT MIAMI -DADE COMM FLORIDA LAST PAGE 5. Surety: (Payment bond required by owner from •- •ntractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSID IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING W OR RECORDING YOUR NOTICE OF COMMENCEMENT. or/Partner/Manager Prepared By Lo,.5 ' U Print Name ? S 1 IN-) t v 12 ±e - TItle/Office j t cW )-F ( �31 zs /0 t� sip: ilILM.NNNIZZor , •2,1111=1 t P .: o �y Notary Public - State of Florida -. . a My Commission Expires Jul 31, 2011 rart oPc Commission # DD 693640 °; VP Bonded Through National Notary Assn. /1/u/ /0 Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner /Manager who signed above: By By 123.01 -52 PAGE 3/10 a To: Miami Shores Village Building Department 10050 NE 2n Ave Miami Shores, Fl 33138 Property Address: l t t 1 S c Roofing Permit Number: Dear Building Official: I i4 AC 0 certify that I am not required to retrofit the roof to wall connections of my building because: Re: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad val• taxation. o 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 undersigned, being the first duly swom, deposes and says that he /s Swom to and subscribed before me this ( ) day of Notary Public, Sate of Florida at Large _grg/ f". i� • When the just valuation of the structure for purpose of ad valorem taxation is equal to or Revised on 5/2112009 M iami Shores Vivage 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. Owner's Name: Print Name Date: a. c� SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. is the owner for the above property mentioned. 7,0 t CARL S A. URBINA 00V144 Notary Public - State of Florida A ,g My Commission Expires Jul 31, 2011 ' • • # DD 69364 • "v � AiaL -eo-: t. ,,gh National Notary Assn• bu ding was not constructed with FBC nor a 1994 Revised on 7/9/200 LD SECTION R HIGH VELOCITY HURRICANE ZONES — REQUIR CONSIDERATION APPROVE Fn_r)G DEPT Miami Shores Village D 1111M ZONING DEPT I DATE 'o ff illT To CoMPUANCE WITH ALL FEDERAL D OWNERSONOWNIAM KUNG 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 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. ' fq Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. � Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. 1/4-1 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 perfonng. 4. Exposed Ceiling: Exposed, open beam ceilings are where th . nde a of a roof decking can be viewed from below. The owner may wish to maintain the architectural a a th fore, roofing nail penetration of the underside of the decking may not be acceptable. This pro th _option - maintning the appearance. 5. Ponding water: The current roof system and /or deck of the b � i not st in welf d may cause water to pond (accumulate) in low-lying areas of the roof. Pounding i a 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. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may .eneficial to consider additional venting which can result in extending the service life of the ure Date Contractor Si• ature ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Contractor's Name Job Address ❑ New Roof ❑ Low Slope ❑ Asphaltic Shingles Low Slope Roof Area (SF) 0I„6.- FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Ser_tinn A (General Information) Process No. pry /I/R/ 47d ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE [Reroofing 0 Recovering ROOF SYSTEM INFORMATION F Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair ❑ Maintenance Total (SF) r t Steep Sloped Roof Area (SF) Serttion B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�,,, ■ ■ ■ ■ ■■ ■■ ■■■ ■ ■■ ■■■■■ ■■ ■ ■ ■f■■ ■ ■■ ■■■ 1 ■I■ ■ ■ ■ ■■ ■ ■■■ ■► \fiI ■■■■■■ ■■ ■viii ■ ■ ■r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ \ ■' ■ ■ ■■ ■■ ■111 ■� ■ ■ ^ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ \ ■! ■ ■ ■■ ■■ ■111 ■ ■I111■■■■■■ ■■ ■■■ \ ■ ■■■ ■■■r IIIIMI IIIETA =■ ■■ ■ ■ ■ ■■■■■ ■■ ■■■'■■ICI■■ ■■ ■■ ■ ■■■ ■■■■■■■ ■ ■ ■■■i■■1 111111!! ■ ■■ ■ ■ ■ ■ ■■ ■■■ ■■ ■■■■■WA V1►5 ■■■■■■ ■■■■ ■ ■■ ■■ ■■ ■ •■ ■ ■I ■N■■■■■■■■■ ■ ■■■■■ Roof System Manufacturer: i/®e/Z 6 . ,�Le LL e P Notice of Acceptance Number: 07— 0 1,?0 ^ D 9 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations i t t 64s P2: f&.10 7 P3: Zg.z/ Maximum Design Pressure (From the Product Approval Specific System): -56 . (c..tn.i_i Palm ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Spctinn n (Steep Sloped Roof Cyctem) Ridge Ventilgon? 0 � \ Deck Type: Mean Roof Height: 1 Stepp Sloped Roof System nescription Cox IA) 000 51Q2 Type Underlayment: Insulation: Fire Barrier: - 0 4974 62Z LT Fastener Type & Spacing: Adhesive Type: P-/A/6/464- GO 7 s std 6 / 2446 / 4 }P y Type Cap Sheet: -04v Roof Covering: Type & Size Drip Edge: Jted '? /r7, - 5%3 0 ,4 06.4 4 Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 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 ) Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M 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. Required Moment of Resistance (Mr) From Table Below Product Approval Mf FLORIDA BUILDING CODE - BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) Method 2 "Simplified Tile Calculations Per Table Below" ROOF ASSEMBUES AND ROOFTOP STRUCTURES For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mr. if the Mf values are greater than or equal to the M values, for each area of the roof, then the tile auachment method is acceptable. Method 1 "Moment Based The Calculations Per RAS 127" (Pt : 14"; / x X 4 36 = ' " 1 / ) - Mg: 7' 93= M 6- Product Approval M - 7 78.6 " 1 12149)- 7 " 1 (r, x rl Mg: �°' � = M� � A /,J Product Approval Mf ( p3: ! . xL .5)3 =✓6- 57 mg: 7 43 =M z °77 Product Approval to M required Moment Resistance* Mean Roof Height -> Roof Slope ,1, 2:12 3:12 4:12 5:12 6:12 7:12 15' 34.4 32.2 30.4 20' 36.5 34.4 32.2 28.4 30.1 26.4 28.0 24.4 26.9 26' 38 2 36.0 33_8 31.6 29.4 27.1 30' 39.7 37.4 35.1 32.8 30.5 28.2 40' 42.2 39.8 37.3 34 -9 32.4 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Brawled 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 greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P x L x w: = ) - W: x cos 0 = F Product Approval F (P2: x L = x w: = = W: x cos 0 = Frz Product Approval F (P3: x L = x w: _ - W: x cos 9 = F z Product Approval MIAM[DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 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 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 consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Aceb NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: High Profile Roofmg Tiles Material: Concrete SCOPE: This new NOA approves a system using MonierLifetile Barcelona 900 Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION: Manufactured by Applicant MonierLifetile LLC 1= 17" TAS 112 Barcelona 900 w =13" 1/2' thick Trim Pieces SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Professional Service Industries, . Inc. The Center for Applied Engineering, Inc. Test Dimensions Specifications 1= varies w = varies varying thickness TAS 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II PO402 Letter Dated Aug. 1, 1994 P0631 -01 IC- 1320 -94 25- 7688 -3 25- 7688 -10 Product Description High profile, interlocking, one - piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, Boosted Barcelona, 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) Wind Tunnel Testing Dec. 1991 PA 108(Nail -On) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Physical Properties Feb. 1995 PA 112 PA 101 (Adhesive Set) June 1996 PA 101 (Mortar Set) July 1996 NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 6 ' Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. INSTALLATION: Test Identifier 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Date Static Uplift Testing June 1996 PA 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing June 1996 PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Dec. 1998 March 1999 March 1999 April 1999 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 March 1995 25 -7094 February 1996 25 -7496 April 1996 25 -7584 December 1996 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Restoring Moments Due to February 2007 Gravity TAS 112 January 2007 Walker Engineering, Inc. Nutting Engineers 122 LINIITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 1. MonierLifetile Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 3 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X ft Tile Profile X (ft Batten Application X (ft Direct Deck Application MonierLifetile Barcelona 900 0.289 0.313 Table 3: Restorin Moments due to Gray - M ft-lb Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Barcelona 900 Adhesive 29.3` 1 See manufactures component approval for installation requirements. 2 Dow Chemical TfleBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Barcelona 900 Polyfoam PolyPro 66.5' Polyfoam PolyPro 38.7 3 Large paddy placement of 63grams of PolyProT"". 4 Medium s add ' lacement of 24 . rams of Po ProT'". Table 5B: Attachment Resistance Expressed as a Moment - M for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Barcelona 900 Mortar Set 24.5* 5. Tile -Tite Roof Tile Mortar 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 ". MoNIERLIFETILE LLC, BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 6 NAIL HOLES PROFILE DRAWING MONIERLIFETILE BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07 -0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 6 of 6 MIA M!DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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 approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after.a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jl;rge L. Acebo. 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® AII160 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® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Results 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% 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.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 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 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AHI60 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® AH160 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 F` W F ` 2; 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® AH160 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® AH160 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 Polyprog AH160 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. Polypro® 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® A11160 shall be applied with Foampro RTFI000 orProPack® 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'1 AH160 .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 properly evaluate the installation of this system. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL SINGLE PATTY Nail through plastic cement Underlayment d 1) Plate enough adhesive to anon ir to23 UPti00a)IJAg square Mohan in contact with the pan the *e Ph" aPPheaHos 2) Tum covers upside down Plate adhesive 112 hr` To 1 In. From ou lde edge of cover tile. Then hra6htarethe. Remov lop p&IIon pithy (lava souse cover tlie. Abut to second Course of pan ties. Ensure save end of pan anti cover tam aro flush atoaveOne. Savo closure (maim sha m) Weephole Fascia Nall through plaits eamest UpHerml Polid ap Mortar on lanudlnal edges° NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Sheathing ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nall through plastic cement 3in x3 in. Single paddy on under - layment Single paddy on top of tie Single paddy under tile Paddy (between tile) Paddy (under tile) in. X 7 in. medium size paddy eave Fascia course only Eave ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Undarlayment } in.x3in. 1 41n. ■ Single paddy on under- Iayment Single paddy under the Single paddy between tile 2 In. x 7 in. medium size paddy ire course only Shngle paddy on top of tile Eave Course Fascia Weephola Eave closure Drip edge Nag through plastic cement l In. x3in. Single paddy on underlayment Single paddy on top of tile Eave Course Slagle paddy under tile Single paddy between the Eave Closure 2 in. x 7 In. medium slze paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7