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RF-10-2040Inspection Number: INSP- 153346 Permit Number: RF -11 -10 -2040 Scheduled Inspection Date: December 14, 2010 Inspector: Bruhn, Norman Owner: TOLEDO, JORGE & MAGALYS Job Address: 1279 NE 97 Street Miami Shores, FL 33138 -2559 Project: <NONE> Contractor: ADDERLY DEVELOPMENT INC Building Department Comments RE- ROOF TILE Passe Failed Correction Needed Re- Inspection Fee December 13, 2010 / No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132050090440 Page 20 of 30 ,��. 1�� k i To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: rd,Q. Property Address: Roofing Permit Number: r.- 1 / - 10- ' 0 Revised on 5/21/2009 Notary Public, Sate of Florida at Large M iami Shores Village 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. J ort. -e (® Print Ndme Building Department Dear Building \(.6 e e certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade The undersigned, being the first duly sworn, deposes says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ®2 day of � o?O /a C aarlQ ,•> MY COMMISSION # 00 639787 g4/2“40 EXPIRES: Mardi 15, 2011 ' Ban T ruNayPu�curine • When the Just valuation of the structure for 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. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: / ( 0 . - / O RAP ,` 331,3 ' CIVIL ENGINEER December 14, 2010 Adderly Developers Inc. Miami, Florida Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 1279 Northeast 97 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: December 10, 2010 Roofing Contractor: Adderly Developers Inc. Project Number: 10 - 1272 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Barcelona Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results we conclude that the installation of he roof tile at the above referenced project ,meets the test requirement outlined in the a ve -rne ntionedprotocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST' Residential Home 1279 Northeast 97 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 10 -1272 — Page 2 of 7 Report of TILE UPLIFT TEST for Residential Home 1279 Northeast 97 Street Miami, Florida Project Number: 10 -1272 T est Numb 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1272 -- Page 3 of 7 Test Number 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1272 — Page 4 of 7 Test Nil-tub 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status, Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1272 — Page 5 of 7 Test Number Test Load (lbf) Test Status 80 35 Pass . 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass Reileh Engineering Corporation -- Project Number - 10 -1272 — Page 6 of 7 108 109 110 35 35 35 Pass Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1272 — Page 7 of 7 78' 96 91 90 102 105 104 105 106 101 0 RIM CAP 11;51' ILOCA11ON Iq 95 O 85 88 19 81 86 18 66 11 61 11 76 12 15 14 65 62' 15 14 25 46 45 44 45 56 10 -1272 APPfzOX, ROOF 11;51' ILOCA11ON5 ANn nIM N5ION5 1 [to - -tri Miami Shores Village Building Department 6 2010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. (2---C 0—L ie L IC 1 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ® �/ OWNER: Name Simple ) br St- 1 e7 (Q.,Cio Phone #: � 71 / U� (Fee Sim le Titleholder Address: j g71 `�� City: MI i , ' �� "'"' State: tt• Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: / 277-- /U i q 4-31-- City: Miami Shores County: Folio/Parcel #: I 1 37 (09 o4 Is the Building Historically Designated: Yes NO Miami Dade k n CONTRACTOR: Company Name: l /J1= 1:7 C1'(, i t Phone #: 96 4 j Address: � 6 ` / F, / l f'G I r` - / 1 7 City: L 1�2' � State: r�c3 i"t i t Zip: Qualifier Name: 1Ej'r7r y , J c State Certification or Registration #: Q 1 '`Z_ t'' Certificate of Competency #: / Contact Phone #: ( 413 1 2 11 El) II Cr t c Email Address: (� 1 f? � �{? v ' I°�E��i t �h ��2 1�o S DESIGNER: Architect/Engineer: Phone #: COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Flood Zone: Phone #: Value of Work for this Permit: $ / St q OV Square/Linear Footage of Work: 'PO ° Type of Work: ❑Address ❑Alteerratiion ❑ ew 2epair./Replace ❑Demolition Description of Work: 'GVr° ltp` qtr — I 1 (6) Zip: z5 -at ******* * * * * *** * * * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * ** * * * * * *** * *** ** ',7 6' s Submittal Fee $ Permit Fee $ . L.S. 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 Nam (if applicable) Bonding Company's dress City State Zip Mortgage Lender's ame (if applicable) Mortgage Lende 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 d a reinspection fee will be charged. Sign: Print: My Commission Expir NOTARY PUBLIC: 1 Signature Signature g i, . r or Agent C • n`•: for The fore ing instrument was acknowledged before me this The forego'ng in trument was ackno ,lei _ be or Ai day of , 20/0 , by `'��,�►7d day of , 20 1Oby I I', ho is personally knownito me or who has produced who is p v sonally . wn tome or who has produced x ., As identification and who did take an oath. �� 1-20 * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SONIAMARTINEZ MY COMMISSION a'ui G7' EXPIRES: Mary • 201• eon4dnh,NtyPo.. * * * * * * * * * * * * * * ** APPROVED BY // /GP /gP • Plans Examiner (Revised 07/1 0/07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) N 0 TARY PUBLIC: Sign: Print: My Commission Expires: ification and who did take an oath. w v. �' „=k. � !. � .'� 0 01 i ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Structural Review Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 0 3� I "I fAX FOUO 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. 1. Legal desc ption of pro L® e 2. Description of improvement: d street/addr -4 frO 0 3. Owner(s) narne and address: Interest in property: OW Ne,N Name and address of fee simple titleholder. 4. Contractor's ngie, address an phone num CAr .E.PIIIS / FAO Qa� 5. Surety: (Payment bond required by owner from contractor, if any)_ AT E OF FLORIDA, coutliv OF ODE H1FRFRY CFRTIFY that this is copy of the ) lira! Bled i is e 0 /( A n 2n_ Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons withiht the State of Florida designated by Owner upon whore' Section 713.13(1)(a)7., Florida Statutes, 11AR 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. 9. Expiration date of this Notice of Commencement: - (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 CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN. RESULT IN YOUR PAYING TWICE.FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE 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 OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s)-of Owp.r(s) o Owne's)' Authorized Officer /Director/Partner /Manager Prepared By O e Prepared By Print Name Print Namef7�°�5. Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing Instrument was agknowledged before me this • By • 7 Yded,O ' -- �dduaily, or I as - for onally known, or la-produced-the type - of identification: Signature of Notary. Public: Print Name: (SEAL). VERIFICATION PURSUANT TO SECTION 92,625..FLORIDA STATUTES Winder penalties of perjury,1 dicTare h f 1 have read the foregoing and . that the facts stated in it are true, to the best of my knowledge and belief. Az Signatures) of Owner(s) or Owner(s)'s Authorized Officer /Director/Partner/Manager who signed above: By By 123.01 -52 PAGE3 3/10 1111 1 11 111 1 1111 C :FN 2010R0748440 DR Bk 27478 Ps 0633E (1as) RECORDED 11/03/2010 15:30:24 HARVEY MIN, CLERK OF COURT tlAill -DADE COUNTY. FLORIDA LAST PAGE Space above reserved for use of recording office vt!lR, iottded+ift ttiments may be sery Y RUVIN r. L j' , ► circuit and County Courts Ai. / if day of /44,0 : D/e Ulf grIE woo • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL NSR SUBR WVD POLICY NUMBER POLICY EFF (MM DDIYYYYI POLICY EXP (MM/DDIYYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY LIT OCCUR a INSURER : BR514575 09/24/2010 09/24/2011 EACH OCCURRENCE $1,000,000 $100,000 X PREMISES (Ea ) INSURER F : CLAIMS -MADE I X I MED EXP (Any one person) $5,000 X PD Ded: 3,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $1,000,000 GENT. AGGREGATE LIMIT APPLIES PER POLICY i.aT F7 LOc PRODUCTS - COMP/OP AGG $2,000,000 — I $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE LIMIT (Ea ecddent) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per acddent) $ $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ _ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYED' LIABILITY ANY PROPRIETOR/PARTNEWE OFFICEMEMBER EXCLUDED? W (Mandatory In NH) N yes, describe under DESCRIPTION OF OPERATIONS CUTNE 1 N/A WC STATU- OTH- TORY LIM . EL EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ below EL DISEASE - POLICY UMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, N more spare Is required) ACORD. CERTIFICATE OF LIABILITY INSURANCE 1 DA'E(MMID°/YYTY) 11/11/10LCA THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Advanced Insurance Underwriters, LLC 3250 N. 29th Avenue Hollywood, FL 33020 CONTACT Lianne Sawyer PH FAX ' Ems: 9 54 863.6666 (aC No): 954 9641438 Low RODUCER CUSTOMER ID #: INSURERS) AFFORDING COVERAGE NAIC # INSURED Adderly Development, Inc. 1454 SW 10 Street Fort Lauderdale, FL 33312 INSURERA: Benchmark Insurance Co. a INSURER : C INSURER : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE HOLDER Miami Shores Village Building Department 10050 NE 2 Avenue Miami, FL 33138 ACORD 25 (2009109) 1 of 1 83690361/M682887 Cllent#• 90272 CERTIFICATE NUMBER: AUTHORED REPRESENTATIVE ADDDE REVISION NUMBER: CANCELLATION 30 Days for Non - Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 001988 -2009 AC RD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD LCA ROOF ASSEMBUES AND ROOFTOP STRUCTURES Job Address ❑ New Roof ❑ Low Slope ❑ Asphaltic Shingles FLORIDA BUILDING CODE — BUILDING BLDG DEPT Florida Building Code Editlo' 'LU�f rn COMP'I IANCE WITH ALL FEDERAL High - velocity Hurricane Zone Uniform PennItAp a�rr �br '� � Y hill ES AND REGI II ATIONS Rnrtinn A tGanaral Infnrrnatlnnl Master Permit No. Process No. Contractor's Name 'r 1219 qi , ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles 0 Prescriptive OUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Honer /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair O Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 00 ,SeCtlOri B (Roof Plan) Sketch Roof Plan: Illustrate aft 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. MINIMMEMMUMTMEMMUMMINIMMEM mismailimc..mmammaimaramomm MIEMMEMEMEROMMEMMINIMMUUMME E l\ MINI..\M....■..r4..iuu. MMUMUMMEMMENNEMEMMUMMUMME ENUMWMEMMINIMMEMEMIMMUMME • "r _ i ■■■�■m ■■■■„■■,,ru■ M INIM 'MM, MMEM MMUNEM MEHMEMMIAMMMINIMMMEMEMMUMME MMEMEMMEMEMMEMMUMMINUMUMME MERMOMMEMMEMEMMUMEMEMUMME mimmarnimmummilimmmammomma mmilimmri.mai.mmallOOMMEmmum minummemmommimummummummom Total (SF) 1 ., malnw 31) BY: 123 01-48 12/09 PAGE 4 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Penult Application Rem F On St f Roof-System Manufacturer: 13417 A - C 100 Notice of Acceptance Number: Minimum Design Wind Pressures, lf Applicable (From RAS 127 or Calculations): - 14 . i 04 104-9 1 1 P3: Maximum Design Pressure (From the NOA Specific System): Method of tile attachment VOLVE 6 - 414 4-6 1 b - Roof Slope: : 12 Steep Sloped Roof System Description Deck Type: 1 Wow ype Underiayment Ridge Ventilation? 1 MP( Mean Roof Height astenerType & SPacklil: I Att i tt u P ` 1 4,11 dheelve Typal i t ts .mk ka . Cap Sheet oot Covering: Type & Size Drip dge: tatulcs ttt 5 1 4 4.16-41-1.'" 1 I 4 4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Pernik Application Form. $netlnn E - /Tile Cakatatinns) For Moment based tile systems, choose either Method 1 or 2. Compare the vales forM values from M1: If the Mrvaloes ere greater than or equal to the M vanes, for each area of the roof; then the tile attachment method is acceptable. FLORIDA BUILDING CODE -- BUILDING Method 1 "Moment Based The Calculations Per RAS I2T' (P " 1allx3 _ .% .1 -M A 117rtM/ �f{` ( p 2 • thVi, s 1 xb 'Z51 =fin MB: =M !•1 1 - I 0. x) itgl Jo. ) -M 4 =M 1 I Method 2 "Simplified Tile Calculations Per "Mk Below" M Pioduct Approval Mf Ptodoct Approval M Product Approval M1 (67 1 — Moment of Resistance (Mr) From Tate Below fif re , ulred Moment Resistance* - 117=111 ` - -�1 immonmEnimeluirminormiumum mirminirgumorrimirmormumiim 15' 20' 30' 40' *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 die systems use Method 3. Compared the values for F with the valrusforFFIf the Fvalaes are greater thanoreghmttodmFrvalues, for each area of the roof, than the tile attachment mid is acceptable. Method 3 "Moment Based 1Be Cala:Woos Per RAS 127" (P x L = x w• _ ) - W: x cos 0 , = Fri Product Approval F (P2: x L = x w: _ ) - W: x cos d = F Pry Approval (P x L -_—� x w: _ ) - W: x cos E1 = F Product Approval F Where to Obtain Information P H 0 Auadmrent Resistance Required Moment Resistance Required Uplift Resistance M a Mf M F Fr W Placket Approval Product Approval Calculated Calculated Product Approval Description Mean Roof kieh!ht Symbol Site Where to find 7 Job Site Roof Slone Aerodynamic Muldttler Restoring Moment due to Gravfv Product Approval Minimum Attachment Resistance Product Approval A Tile Dimensions L =length W =width Product Approval verage Tile Weight All calculations must be submitted to the Willow official at die tine of permit application. 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 performer= 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 renaled 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 (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner shouki notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. 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. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimetededge 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. 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 be beneficial to consider additional venting which can result in extending the service life of the roof. Revised on 7/9/2009 LD fiI2�tO s Signature Date Contractor Signature Date M1� A� 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 Jo = e L. Ace NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Catenorv: Sub- Catenorv: Material: Trim Pieces SUBMITTED EVIDENCE: Test Anencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Professional Service Industries, Inc. Roofing High Profile Roofing Tiles 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 in Test Product Auplicant dimensions Snecifications ' tion MonierLifetile LLC 1= 17" TAS 112 Barcelona 900 w = 13" V /2" thick 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 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/Reuort 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 NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 7 Test A¢encv 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. Walker Engineering, Inc. Nutting Engineers LIMITATIONS: INSTALLATION: 1. 2. 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 122 Test Name/Report Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction)CI Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Restoring Moments Due to Gravity TAS 112 Date June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 February 2007 January 2007 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. 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. 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 - M, (ft -Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15132" 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 (I 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 - 1 ft3) Tile Profile 7l. (ft) Batten Application A. (ft3) Direct Deck Application MonierLifetile Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity - M (ft -Ibf) 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 M, (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 TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLffetile Barcelona 900 Polyfoam PolyProTm 24.5 66.5 Polyfoam PolyProm 38.7 3 Large paddy placement of 63grams of PoIyPro ' . 4 Medium paddy placement of 24grams of PolyPro'm. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Barcelona 900 Mortar Set' 24.5 5. Tile -rite 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 ". 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. MONIERLIFETILE LLC, BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE NOA No.: 07 -0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 6 NAIL HOLES PROFILE DRAWING END OF THIS ACCEPTANCE MONIERLIFETILE BARCELONA 900 CONCRETE ROOF TILE NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 6 of 6 MIAM IDAOE 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 bas 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 AIU may immediately revoke, modify, or suspend the use of such product or . material within their jurisdiction. BCCO resolves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requuemeents of the applicable building code. This product is approved as described herein, and has been designed to comply with the Hlgh 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 alter the expiration rate 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- 052L02 and consists of pages 1 through 7 The submitted documentation was reviewed by 3grgc 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 V ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as desaibed in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable budding 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 SoecfH cstlons Polypro® AH160 N/A TAS 101 Foatnpro® RTF1000 N/A ProPack® 30 & 100 N/A 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 A11160 roof tile adhesive. PHYSICAL PROPERTIES: Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Tat 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 Results 1.6 lbsift. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Fe 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F,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 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 2. Polypro® AH160 shall solely be used with fiat, low, & high the 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 tie assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F \2 i P= MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 Table l: 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 NIA High Profile (2 Piece Barrel) #1 17 /side on cap and 341pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 � 1 i 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® A11160. 2. Polypro® Al1160 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 Polypro® 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 Foamproe 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® Al 160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® 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 1 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Na 0 through plastic cement 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 ADHEsn E PLACEMENT DrrA1L 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 06-0201.02 Expiration Date: 05110/11 Approval Date: 04/13106 Page 7 of 7