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RF-12-224
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169778 Permit Number: RF -2 -12 -224 Scheduled Inspection Date: April 16, 2012 Inspector: Bruhn, Norman Owner: DAVITZ, JOSEPH Job Address: 1120 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: EARL W JOHNSTON ROOFING, INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132050190450 Phone: 954- 989 -7794 Building Department Comments RE ROOF TILE Inspector Comments Failed V-/‘-zi Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 13, 2012 For Inspections please call: (305)762 -4949 Page 11 of 36 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# ��'o�'�c�'o�o� DATE: a 05'ia INSPECTION AFFIDAVIT W Jp ?(J 4 6772 ig20P/ licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: Ca- O57Q7 3 On or about , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at /7.0 NE /00 7g66- ✓ (Complete Job Site Address) Based upon that examination I have determined the installation was clone according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) State of Florida County of Dade: / The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me thistA day of /n4 Notary Public, Sate of Florida at Large VRY MEC A. ROMEO MY COMMISSION # DD 788767 Jun 22, 20'12 Bite! Notary SeNices *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised orr5l2l12009— ACB2 Engineering Inc. Testing & Engineering Services Certificate of Authorization# 8131 'el: 954 - 245.8976; Fax: 954.301.7776 P.O. Box 823612 Pembroke Pines, FL 33082 4/10/2012 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2 Avenue, Miami Shores FI 33138 Client: Earl W Johnston Test Date: 04/10/2012 Permit # RF -2 -12 -224 Property Address: Davitz Residence 1120 NE 100 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 1n 12 Entegra Roof Tile 25.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge0 -100 Serial number: 243454- Test Location Perimeter Area: 10.00 sq Field Area: 15.00 sq No. of Corner: 12 Ridge Areas: 125 pcs Total Number of Tests Field Uplift Pull Test Test results 10 As per FBC 2007 15 As per FBC 2007 12 As per FBC 2007 14 As per FBC 2007 Important: Passed Passed Passed Passed These laboratory results can change due to future weather impacts and /or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially ACB2 E ng Inc. (NOA 09- 1005.01) Anto 10 cevedo, PE Fla. Reg. No: 36466 00/2/9/2-. ACB2 Engineering Inc. Engineering and Laboratory Services P.O. Box 823612 Pembroke Pines, Florida 33082 Phone: (954) 245 -8976 Fax: (954) 301 -7776 t 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 -11 E(C.]:i_CE7A37'7'; FEB 1 4 L, 2 pj BUILDING Permit No. /&F -/t.) PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING s�,�- OWNER: Name (Fee Simple Titleholder): JOS€Fi" t ��/ I /G� Phone#: c 3t 6 '11 , . 5G3/4- Address: 1 a() Ek =t City: al ir1 i 51-1(0-R, State: FLOR zip: 331 SR Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: (E { eT City: Miami Shores County: Miami Dade Folio/Parcel #: 30,05 ° On ® (L4 Is the Building Historically Designated: Yes NO 1 Flood Zone: Zip: 33 1 3E5 CONTRACTOR: Company Name: EaRL • JO h QS-PO/ RFG, . Phone#: ;."l 4 Address: 57aii V `tea City: HO VY001::) State: Pc, Zip: Qualifier Name: tR(� 1,4 . JONe4ST SLt? , (A , Phone #: State Certification or Registration #: Ce ST? Certificate of Competency #: Contact Phone #: 95°°1 °1E5°1 :9994 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Cdl� e Square/Linear Footage of Work: Type of Work: Addition ❑Alteration ❑New II/Repair/Replace Description of Work: -n Feecri ❑Demolition * * * ** * * * * * *** * * * * * *** * *** :**** **** * * *** Fees * *** ************* ********a: ****** * *** *** **** Submittal Fee $ Permit Fee $ �O 11 0 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 reinspection fee will be charged. 0 Signature �' I Signature Owne - /Agent i Contractor The foregoing instrument was acknowledged before me this ll-i The foregoing instrument was acknowledged before me this 1I' day of RIO , 20 (Z, by (J bi l 1 P , day of Peg , 20 /2.-, by /L U i rth/ E,j ) who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: `M- t al0/10AW Print: , l� MY COMMISSION # DD 788767 -)r, th " "_ EXPIRES: June 22, 2012 My Commission pires: (,/�' 1 1' ";�\o� Bonded Tim Bur ei Notary Services GI ��F FIB � ry APPROVED BY NOTARY PUBLIC: Print: ' L My Commission MY COMMISSION # DD 788767 EXPIRES: June 22, 2012 Bonded Thor Budget Notary Services Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1( `'370-0 (q""'01450 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 pyercti1/4. V/3 0-041 rt1 D0 �1 1 v oo (, 33 3 1111111 111111111111 1111111111111111111111 CFN 2012RE 1084 -898u OR Bk 27988 Ps 1653; (1vs) RECORDED 02/07/2012 09:10 :47 HARVEY RUVIhir CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST F'AGE • Space above reserved for use of recording office 1. Legal description of property and street/address: Ci too t M �,p�IMI 6Jb rV s3513g h'1�- 1 s s 8 tell Pd �3 -�0� ► q L Lfl 2. Description of improvement:�ciilt 1 y� 3. Owner(s) name and address: Interest in property: FEE SIMPL Name and address of fee simple titleholder. 4. Contractor's name address and phone number. EARL W. JOHNSTON ROOFING, INC. W 5721 DEEY STREET, HOLLYWOOD, FLORIDA 33023 954- 989 -7794 5. Surety. (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. -- FLORIDA,, COUNTY OF DADE r9 I HEREBY CERTIFY that t is Vile office on of day by Owner upon whom notices 8. In addition to himself, Owners designates the following person(s) to receive :. Ate'' e Lienor'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 One 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. Signat 1 s) 'f e ) or Owner(s)' Authorized Officer /Director /Partner/Manager By i t By Print Name Title/Office Print . zps 4 ✓l 1~Z Title/Office 0 t,Jcr- STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing intro ent vgasaknowledged before me this (j day of N . UP, By •.Tridividually, or as for ❑ Personally known, or ❑ produced the following type of identificati SignatureNotary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signatur s) of By s) o2 •wner(s)'s Authorized Officer /Director /Partner /Manager who signed above: By MEG A RuMEO MY COMMISSION it 00 788767 EXPIRES: June 22, 2012 Bonded Thrs Beet Notery Services CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: J €PH V PERMIT # ADDRESS: 1 q an R FOLIO NUMBER: l OLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: B • (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): I�!f l?. F9 OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: Oa • 13 � p� DATE: / /1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION, ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: a- r . i a 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: JOS6FS Property Address: flap NE 100 SPREE' Roofing Permit Number: Dear Building Official: I JoSEPH t v'I1 _ 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. 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) JOSOIR-1 CSIVnZ_ Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this GT14 Notary Public, Sate of Florida at Large day of FEB aol MAY HOU:T E ,a= MY COMMISSION # VDuFj.) f) EXPIRES June 3, 2012 :6;; (407) 398 -0133 FloridallotaryServicm cx, • When the just valuation of the structure for purpose of lorem 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 appfication from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Information Report Property Information Report mia d My Home Property Information Report Summary Details: MIA Page 1 of 1 Folio No.: 11- 3205 - 019 -0450 Property: 1120 NE 100 ST Mailing Address: JOSEPH DAVITZ DAYNA DAVITZ 1120 NE 100 ST MIAMI SHORES FL 33138- Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,650 Lot Size: 8,925 SQ FT Year Built: 1946 Legal Description: 5 53 42 MIAMI SHORES SEC 8 REV PB 43-67 LOT 9 BLK 178 LOT SIZE 75.000 X 119 OR 18468 -4369 021999 1 OR 18468 -4369 0299 00 Assessment Information: Year 2011 2010 Land Value: $129,712 $107,973 Building Value: $129,736 $130,569 Market Value: $259,448 $238,542 Assessed Value: $154,706 $152,420 Exemption Information: Year 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year. 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$104,706 $50,000/$102,420 County: $50,000/$104,706 $50,000/$102,420 City: $50,000/$104,706 $50,000/$102,420 School Board: $25,000/$129,706 $25,000/$127,420 Sale Information: Sale Date: 2/1999 Sale Amount: $125,000 Sale O /R: 18468 -4369 Sales Qualification Description: Sales which are qualified View Additional Sales (Close windowl jClick here to Printl This report was created on 1/12/2012 12:51:38 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome /proptext print .asp ?folio = 1132050190450 &cmd = 1/12/2012 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. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of p:..viding 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. 0. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be iled in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4). Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be iewed 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. (95. 4.) 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. 8, Q , 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. (47. Ventilation: Most roof structures should have some ability to vent natural airflow through the i erior 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 Contractor Signature Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE RE- QUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete oq Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof TestinglCalculation Documentation 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 Fa61i.RL ". JO14AIST' ROOFING Job Address nlao ^k- I0° Sr ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof i 'Re- Roofing ❑ Recovering n Repair /Mortar /Adhesive Se Ile i❑ Wood Shingles /j '[ 1L ❑ Maint nan ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0 a500 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overfloi overflow drains. Include dimensions of sections and levels, clearly identify dimens pressure zones and location of parapets. a io S expcisejc, el6a- Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: fiethil`',iriari Notice of Acceptance Number: ii- 0410. O 1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: Lig .2. Pmax2: 12-. 4, Pmax3: 12-4, Maximum Design Pressure 11S-1 (From the NOA Specific System): Method of Tile Attachment: PO cyPP0 A-4. (4a 0 Roof Slope: :12 Sloped System Description eck Type: I Type Underlayment: Insulation: Ridge Ventilation? :b# Ast i Aire Fire Barrier: � 9 ' •e Mean Roof Height: ' f`ai Fastener Type & Spacing: 111141' CaZ6 N tS I (* ' KC 711\1 Uqp, dhesive Type: , -ape iii 4-1V i#Oj- Ash-PAW Type Cap Sheet: to ASrwl oofing Covering: caticte T rim Type & Size Drip dge: I 21� CraIV 3" Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose, either Method 1 or 2. Compared the values for Mi. with the values from K. If the M1 values are greater than or equal to the Mr values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" (P,:LIC1 x2 o = (O.UrbU ) - Mg: 6.91 = M 3.1a NOA M l g .°i (P2: : (' x A • t, = 1(g. ) - Mg: = Ma g -444 NOA M� - (P3: Ii .3 x .i • = ) - Mg: = M0 NOA M, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below ?.p; NOA M PS .41 Mr Required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 T32.21 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 "Must be used in conjunction with a list of moment -based tile systems endorsed by the Broward County Board of Rules and 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 "Uplift-Based Tile Calculations Per RAS 127" (P1:_ xI: =xw:_ )- W:xcos 6: =Fi: (P2:- xI: _= _xw: =- )- W:xcos 0: =F ,2: (P3 :_ xI: _= xw:= )- W:_xCOS 0: =Fr3: NOA F' NOA F' NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 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 A NOA Restoring Moment due to Gravity MA M NOA NOA Attachment Resistance Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, W Calculated NOA Average Tile Weight Tile Dimensions 1= length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. MIAMI•DAUE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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.miamidnde.aov /building/ 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: Bermuda Concrete Flat 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 renews NOA # 10- 0518.01 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation 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 Entegra Flat Tile Trim Pieces Test Dimensions Specifications 1 =16" TAS112 w = 10" 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 7161 -03 Appendix 11I 94 -084 94 -060A 25- 7094 -2 TAS 112 Product Description Flat profile, interlocking, high pressure extruded concrete roof the equipped with two nail holes. For mechanical, 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 Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Date Dec. 1991 May 1994 March, 1994 Oct. 1994 NOA No. 11-0414.09 E xpiration Date: 06/07/16 Approval Date: 05/26/11 Page 2 of 6 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, lnc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, lnc. Professional Service Industries, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, lnc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers MIAMI•DADE COUNTY APPROVED 25- 7094 -8 25- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 395-40011-1 520109 -1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations 13343.1 Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 78O4b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Restoring Moment, Mg Two Patty Adhesive Set System TAS 112 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Feb 2004 Dec. 1998 March 1999 March 2004 Feb 1996 April 1996 December 1996 March 1995 March 2004 April 1999 05/06/08 NOA No. 11- 0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 3 of 6 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. 4. INSTALLATION 4.1 Entegra `Flat' 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 (lbf) Length -I (ft) Width -w (ft) Entegra Flat Tile 9.7 1.33 .833 Table 3: Restoring Moments due to Gravity Table 2: Aerodynamic Multipliers - A, (ft3) Tile Profile Tile 4 ":12" X (ft) 6 ":12" X (ft3) Profile Battens Batten Application Direct Deck Application Entegra Flat Tile Battens 0.189 .0.205 Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12'• Entegra Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 MIAMIDADE COUNTY APPROVED NOA No. 11- 0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - MI (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Entegra Flat Tile • 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4• 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 l Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile PolyProTM 118.94 PolyProTM 40.4' 4 Large paddy placement of 45 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyProTM. MIAMI•DADE COUNTY APPROVED NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 5 of 6 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 ". ENTEGRA FLAT 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. PROFILE DRAWING ENTEGRA "FLAT" CONCRETE ROOF TILE 16' i 16' FIELD TILE -f END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No. 11- 0414.09 Expiration Date: 06/07/16 Approval Date: 05/26/11 Page 6 of 6 MIAMI-DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33I75 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov/building/ 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: Polypro® AII160 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 renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® 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 Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF 1000 ProPack® 30 & 100 N/A N/A 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. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bsift.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 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. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/Q8/94 257818 -IPA 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® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® 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. (!) w Fa MS 2 MIAMI.OADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 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® AH166 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® AI -I160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTFI000 or PmPack® 30 & 100 dispensing equipment only. 7. Polypro ID AH 160 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. 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 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. MIAMFDADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nan through plastic cement — Eve course only Keep adhesive approx. 4fn. up from weepholes MIAMI-DADE COUNTY APPROVED Nall through plastic cement Underlayment 1 10 In. .1 4 to Ease Come Paddy (Beneath Tile) Eave course only: Keep adhesive approx. 4 M. up from weepholes Easels Ens closure Drip edge 1) Place enough adhesive to achieve 17 to 43 Optional2x4sfor square inches In contact wihthe pantile a "P Puvh appgations 2) Turn 1 Nei. covers edge of cadhesive r . Then install the tile. Nail through plastic cement Remov toppo on of the ears coarse cover tile. Abut tesecond course of pan tiles. Ensure nave ender pan end cover Wes are Bush at ease line. Ease closure (mortar shown) NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY MIAMI•DADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 Nail through plastic cement HESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy (between tile) Paddy (under tile) Nail through plastic cement Underlayment Single paddy under the Single paddy between tile 2 in. x 7 in. medium size paddy cave course only 3 i. itse-31n.x n 4 in. Single paddy on under- layment 0 COWS@ Single paddy on top of tile Single paddy on top of tile 2 in. X 7 in. medium size paddy cave - Fascia course only Ewe Course Fascia Weephele Eave closure Drip edge Nail through plastic cement Single paddy under the Eave Closure Eave Course END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7