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RF-12-1168Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175154 Permit Number: RF -6 -12 -1168 Scheduled Inspection Date: July 17, 2012 Inspector: Bruhn, Norman Owner: FABRICANT, LORETTA Job Address: 406 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RODMAN ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132060170760 Phone: (305) 264 -3551 Building Department Comments REPAIR IN SOME SECTIONS ON TILE ROOF Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 16, 2012 For Inspections please call: (305)762 -4949 Page 16 of 27 s =7i a�Z— 151' B ! ING PERMIT APPLICATION FBC 20 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. I 'g - (05 Master Permit No. Permit Type: BUILDING OWNER: `N` Name (Fee Simple Titleholder): Address: LI 06 N) 103 3-1-'r e. City: (T\ a6 S AMMO. .IL Phone#: an -4 Oq ° 5` State: Tenant/Lessee Name: Phone#: Email: AFL Zip: 3313 JOB ADDRESS: —I O L '"' E 1 SAX �T City. Miami Shores County: Folio/Parcel#: 1 r - 2®Lo ' 01-1 - Is the Building l3istorically Designated: Yes NO Miami Dade Zip: 3'3 13 S. CONTRACTOR: Company Name: ©C! IY)CLO 2Q0C-i n C` c. • Phone# 305 " 2 (2q- 51 >0 Flood Zone: Address: J (4J l Z City: i/ AM; State: r L. Qualifier Name: .12-40-/9 7 C din �- State Certification or Registration #: t,� ee i)5i5 7 c Contact Phone#-.c.�5 - 20 '1- 355 / Email Address: DESIGNER: Architect/Engineer: zip: 33) e6 Phone#: Certificate of Competency #: room) 4 Or-004n 90 942.12 00 . GC)M Phone-#: Value of Work for this Permit: $ 3 r 355 . Square/Linear Foo of Work alb) Type of Work °Addition °Alteration °New % i' r • lace Description of Work l2.! ,-, r S p.e. r a-4C.LG\n ' cti Ontr`Cl. C—} °Demolition ******** ************* *****F * **************** ****** ******* QJ Submittal Fee $ Permit Fee $ © 0 Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL li + ., NOW DUE $ p Bonding Company's Name (if applicable) P/ Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /U/ Mortgage Lender's Address City rap 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 he secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Si Os ner or Agent The foregoing instrument was acknowledged before me this t day of _, 20a-., by ._.1 who is nun 1 mown I2 me or who has produced c,:sadentific ation and who did take an oath. NOTARY PUBLIC: Sign: Print: r cSV My Commission Expires: ntractor The foregoing instrument was acknowledged before me this Z day of ,ra1 , 20 `'Zz by who is personally known to me or who has produced as identification and who did take an oath. ..48144, BRANDI WARD MY COMMISSION # EE053116 EXPIRES January 05, 2015 APPROVED BY fr\1272-Apt Plans Examiner Structural Review (Revised 07 /10107)(Revised 06/10/2009)(Reviscd 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Ronda 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 01(VirnS Re: Owner's Name: +4'h Date: 5 -21- is Property Address: 1-10(.0 t3 1E _ I Shore S , 1!C L 3 3 32 Roofing Permit Number Dear Building Official: 1 Yvi -1-h ! ' tL dOX certify that I am not required to retrofit the roof to wall connections of my building because: yThe 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, Sworn to and subscribed before me this Notary Public, Sate of Florida at Large .��Se664h 'RdWrnS Print Name deposes and says that he/ a is the owner for the above property mentioned. day of VAAL �► V %• %' BRANDI WARD « ` •«= MY COMMISSION # EE053116 "ic EXPIRES January 05, 2015 ion Neal3• FlorldeNotary&ervice.com • When the just valuation of the structure for purpose of ad valorem taxation is equal to ormore the $31X1,.00, and the building was not constructed with FBC nor 81994 SFBC. Then you nwst provide a building application from a General Contactor Roof to W= connection Hurricane Mitigation. Revue on 512112009 Jul 061211:03a Rodman Roofing, Inc. 3052649920 p.1 A °v CERTIFICATE OF LIABILITY INSURANCE DATE(MM2l14 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 ADDCi10NAL INSURED, the poricy(les) must be endorsed. if SUBROGATION IS WAIVED, subject to . the terrns 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 AUBREY ROGERS AGENCY, INC. 2400 N.W. 6TH STREET GAINESVILLE. FL 32609 • CONTACT PHONE 362-373-2003 1 FAX 352-376-2235 (AM, No. Ed): C Nod; ESS: INSURER(S) AFFORDING COVERAGE NAIL # INSURER At WESTERN WORLD INS. COMPANY INSURED RODMAN ROOFING INC 12151 SW 12811-I CT MIAMI, FL 33186 INSURER B: 2/11/2012 INSURERC: EACI-i000URRENCE INSURER D : PREMISES a Elleruel INSURERS: INSURER F : CLAIMS—MADE frn OCCUR REVISION NUMBER: .nq 1.7 . V vcrutIr'T 1 mos i SHt F'UL.it:IES 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 SY PAID CLAIMS. NSRR TYPE OF INSURANCE ADDM. rnrsla SUBRi WLID POL,CYNUMBER POLICY EFF f6IM1DDJYYYYr POLICY EXP • fMMlOONYYYI ■ LIWTS A GENERAL X LIABILITY COMM ERCIALGENERALLIASILRY PGP0720474 2/11/2012 2/1112013 EACI-i000URRENCE $ 1,000,000_ PREMISES a Elleruel 3 100,000 CLAIMS—MADE frn OCCUR MED EXP (Any one person) $ 55.000 PERSONAL & ADV INJURY s 1,000, 000 S8EWILAGGREGATE s 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: i POLICY n .P, n LOC PRODUCTS - COMPJOP AGG $ 2.000, 000 S AUTOMOBILE — _y LIAmuTY trod nO SINGLE LIMIT $ ANY AUTO ALL AUT HIRED AUTOS _ AUTOS O LED NON -OWNED AUTOS BODILY INJURY (Per person) $ BODILY INJURY (Per accident! 3 PROPERTY DAMAGE (Per accident) $ 3 i UMHRELLALUAB ~- EXCESS OCCUR CLAIMS -MADE EACH OCC(1Rf"vENlf S UAB ! ' DEO I 1 RETENTIONS AGGREGATE $ ! $ WORKERS COMPENSATION AND EMPLOYERS'LIA61LnY Y r N OFFICEWME418ER EXCLUD {Mandateryln NN) Myes, describe tinder DESCRIPTION OF OPERATIONS Wove N / A I WO STATE- OTH- TORY r IMITS ER. EL EACH ACCIDENT 5 E.L. DISEASE - °A EMPLOYEE $ E.L DISEASE - POLICY LIMIT $ CERTIFICATE HOLDER 101, Additional Remarks Schedule, it more space le :squired) CANCELLATION CITY OF MIAMI SHORES BUILDING &ZONING DEPT 10050 NE SECOND AVE MIAMI SHORES, FL 33138 ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 'RATION J T +F, NOTICE WILL BE DELIVERED IN CE r - POL Y PROVISIONS. 4 `� 10 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are gistered marks of ACORD t ' °w c -! Iliili Wiif11{ 1 ilfi tilt 111 ilti! liii Hti A... CFhi 201280494.176 PERMIT it TAX FOLK) Nal I" 32010 -01 I —or OR Pk 28187 Pa 0090; (1as ) • • RECORDED. 07/13/2012 12:30:23 HARVEY Rl1VIN: CLERK OF COURT HIAI'II -DADE COUNTY, FLORIDA LAST PAGE S1ie►TE OF FLORIDA: COUNTY OF MIAMi-DADtr THE UNDERSIGNED Ilageby iives moth eth erlpro :llamado i0 cad*: teat PAY, and inacconfaneewO1C 713.Fit Statutes;thefolloilhig briwrrmCuul ?hi Inglis Nonce otCommenoenaot 1_ Lega description orpmparly and slmettaddressc Ok.0 )0,0 1,03 Sk- fee-4- , m am Th FL 331sg 2.0eacdproon of Improvement (4 J O.. (s On 1/46 3 °wcer{sj tares and IC • aces =OP. la Ocic7 N 03 ' 'Merest In pmperty• 01.01.4e-12, -2 Narne and ' a d d r e s s of feedrank:, _ r.-1 4 Contractors n a m e a n d addles= .ROC + -R o F " t t 3 G % �,/ CC7L7 QZa (Yttpres% L.Pt . I 81. 3 &Nebr. (Paytne t bond required by oa $am contractoz, V any) Natne ant1 a Arruiont of bond $ 1.1 %at - 6. Lens name and ado is tck - 7.. Persons valhin the state of Florida �f�.e by whom r c r-otherdocwn�is maY be as - provided by� 1 713.13\ c7, Stalutrs, .. Name and addles= bt \C- _ 8_ in addnionto himself, Os s i -following i (s ) to receive a copy of he Liana's tie as wed in 17131 ), Florida Name and addles= 14 . . s Expiation date of Utz Notice of Commencement expirafron (late-181year from the dateofrecordingu a Mersa date 1 point Owner's Name Sworn to and subsmthedb areM_2 I ,day of jUn-2 .2oL- P,bY Y' - c Address: LIMO 13€ •\ t Vii' m ort SAS, ft- W3R IHEREBYY CERTIFY that this COUNTY t OF y�� filed in (pis o:`i o_._ —day of , A.D. 20 hand and Oficiat Seal. VI ' RK,, Circuit; • ' r JUN 2 6 2512 !I Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General information) Master Permit No. Process No. Contractor's Name 12) acrn an Pr) 0C Job Address 6lXI NE. t b S-4 r -Q-efr O Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY 1 Mechanically Fastened Tile Metal PaneWShingles ❑ Prescriptive BUR- RAS'150 ROOF TYPE Li Recovering R'., air APPR 0 Re- Roofing Low Slope Roof Area (SF) Mortar /Adhesive Set Tile 0 Wood Shingles/Shakesp Miami Shores Village 12-14 DATE ROOF SYSTEM INFORMATION ZONING DEPT Steep Sloped Roof Area (S, 00 BLT SUBJE E WITH ALLEED STATE AND COI INTY RULES AND REGULA 42_ RAL IONS Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scupper4 and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1111![[!t1!![1l111![! 111[[!1!!iill[[ii1 ■i1ii11[[!!!i1[[i it[11[[!![l111[1 ansam i[##[i1Yi1t 111i1ii1[[illili[[ 11[ililiil[[1t11i[ ■il[1i1l1[!!lliii 111111111•i1111[1l1i!! 111[11[!!illt!li11 11ltiiilil111 LIME .iiliill!lii11lilill 11i1111111111111111111111111111 amna!![1l111l11 ■iliiili[iiii!!i! 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[ ■ .tlliiiii1U!!1!�lilli 1111•11111ti[#[[[!![111111111 ■!!!ii!!11!!t[1[11l111i1 wars ![11ii[1!ltlti ■!1l !1!!iliililii#1111111111111111111ll! iitlli11t1liii!![!liliiill� ■[1 #t!il•1t•!i[11iit[ii#it#1 ■liiil1i11ii111[111ii1[!l1t11 sima1#i!lilt[![it1![1i mma 7M[11t!l111itl11[!li M11t1[i! [1!![#t!1llt![i1il1!![iitititt! 11il11!l111111■11l1!!1[1[tNS1t!!11 1[ !llltliti1i11ii #1ii11!!!!iQl1i! • 111 [1ii�11#t111[i1i[tii[i1i�i1!! 11 tit [it ■111111!lttia11iili![ilt1111111111111 Ttfe Roof System "Delivering Excellence Every Day" Roof System Manufacturer. Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System Eal-c 9 rcc. Notice of Acceptance Number (ROA): I11 -M.O Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations): P 1: 1 P 2: Coif . P 3: ,aO �7 Maximum Design Wind Pressures, (From the NOA Specific system): .45 . 3 psf Fill in the specific ro> f assembly components. If a component is not required, insert not applicable (n/a) in the text s >'x Deck Type: Optional Insulation: Roof Slope: Roof Mean Height a /12° ft. Method of Tile Attachment Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: 13x. 5/2(0 Gavial Drip Edge Material Type: p Get -I Vet i t l..2 €. Drip Edge Fastener Type: 1Ys{', Aar/S Hook Ship/Cleat gauge or weight Select Hook Strip -- Optional Mutable Substrate: Optional Nailable Substrate Attachment Basesheet Type: F.iPly 5Tir30 Fastener Type for Basesheet Attachment: iTncaps 1fy''Waif Tile Underlayment (Cap Sheet ) Type: Phi 115:07) c10 Tile Underlayment Attachment Method: Hsi m.. 7-16---40 Tile Profile: 5 t, Section E 2 "Delivering Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. !Mrs Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: x� bg . l x ?. .28' .23 loll - Mg -Mg - Mg: 1 = Mr1: =Mr2: = Mr3: Pal Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf For Uplift based tile systems use Method 3. Compare 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. P1: P2: P3: x1 xL xw X w: _ -W: cos 0: = Fr1: -W: = Fr3: Where to Obtain Information to complete tile calculations NOA P NOA P NOA P Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height Roof Slope H e Job Site Aerodynamic Multiplier Restoring Moment due to Gravity r Attachment Resistance A. Required Moment Resistance i Mr Job Site Product Approval (NOA) Product Approval (NOA) MINIMUM Attachment Resistance 6_ P M1 tl Required Uplift Resistance Fr Average Tile Weight Tile Dimensions Product Approval (NOA) Calculated 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 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 contactor. 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 perfomrance 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. Renaiiing wood decks: When replacing roofing, the existing wood roof deck may have to be in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). ommon roofs: Common roofs are those which have no visible delineation between neighboring (Le., townhousas, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or r should notify the occupants of adjacent units of roofing to be performed. Ate Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can ter 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. if Ponding water. The current roof system and/or deck of the building may not drain well and may off- v., e 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 perfomiance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. 4►,f ' - ow scuppers (wall outlets): It is required that rainwater tows off so that the roof is not 47. i oaded 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. lation: Most roof structures should have some ability to vent natural airflow through the rior 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 rife of the roof. Revised on 7/9/2009 LD 1// aAQ,u_ nont accti Signature `MIAMI COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OIOA) Entegra Roof Tile, Inc. 1289 NE 9th Ave. Okeechobee, FL. 34972 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miaraidadamovibuilAng/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Estate "S" 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 ©therwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA 11 I0-0518.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigers. NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofmg system using Entcgra Estate "S" Concrete Roof Tile, as manufactured by Entegra Roof Tile, Inc. in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain 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 Applicant Dimensions Entegra Estate `S' I =16 -112" Roof Tile w =13" Trim Pieces 1= varies w = varies varying thickness Test Specifications 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. TAS 112 TAS 112 2.2 EVIDENCE SUBMLrTED: Test Agency Test Identifier Redland Technologies Professional Service Industries, Inc. The Center for Applied 7161 -03 7161 -03 7161 -03 P0402 P0631 -01 Letter Dated Aug. 1, 1994 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, 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 PA 102 PA 102(A) PA 108 Withdrawal Resistance Testing of screw vs. smooth shank nails PA 108 PA 108 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 224 -47099 PA 112 Sept. 1994 94-060B PA 101 March, 1994 NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 2 of 6 Test Agency Test Identifier Test Name/Renort Date Engineering, Inc. 94 -084 PA 101 May 1994 25- 7094 -1 PA 102 Oct. 1994 25- 7094 -7 PA 102 Oct. 1994 25- 7094 -4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 25- 7183 -1 PA 102 Feb.1995 25- 7183 -2 PA 102 Feb. 1995 25- 7214 -2 PA 102 March, 1995 25- 7214 -6 PA 102 March, 1995 Celotex Corporation 528454 -2 -1 PA 101 Sep. 1998 Testing Services 520109 -2 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381 -264 TAS 112 01/08/08 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 in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section 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. NOA No. 114510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 3 of 6 4. INSTALLATION 4.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Entegra Estate 'S' Roof Tile 10.0 1.375 1.08 Table 2: Aerodynamic Multipliers - (ft3) Tile Profile 7. (ft3) Batten Application I (ft3) Direct Deck Appllcatlon Entegra Estate 'S' Roof Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - Ms (ft-Ibt) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6":12" Greater than r:12" Entegra Estate 'S' Roof Tile . Battens ' Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.91 6.74 5.82 6.64 5.70 6.50 5.56 6.33 5.40 6.14 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft ibf) for Nall On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Entegra Estate 'S' Roof Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail2 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screwz 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail(Field Clip)2 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip)2 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 - 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min of 2'h° from head (Atha. 2 When using only one fastener use the hole that is approximately 4-314" away from interlocking edge. NOA No. 11-051E112 Expiration Date: /16 Approval Date: 06/30/11 Page 4of6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Adhesive 28.1" 3 See manufactures component approval for installation requirements. 4 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Polyfoam PoiyProTM 86.61b Polyfoam PolyProT"" 45.5'i 5 Large paddy placement of 54 grams of PolyProT". 6 Medium paddy placement of 24 grams of PalyProT"'. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Mortar Set 20.60 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". OR � ENTEURW ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE OF 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 5 of 6 Nail Holes PROFILE DRAWING ENTEGRA ESTATE "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No. 11-0510.02 Expiration Date: 08/23/16 Approval Date: 06/30/11 Page 6 of 6