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RF-12-1779Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178975 Permit Number: RF -9 -12 -1779 Scheduled Inspection Date: April 12, 2013 Inspector: Rodriguez, Jorge Owner: MOST, JANICE Job Address: 9740 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132050090450 Phone: 305 - 757 -2612 Building Department Comments REPAIR ROOF AT PLUMBING RENT IN GARAGE IN TILE ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 11, 2013 For Inspections please call: (305)762 -4949 Page 7 of 12 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 ifrt BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 7O Y 1 , g City: Miami Shores County: Folio/Parcel#: I1 3-2e C' elicit Is the Building Historically Designated: Yes SEP262012 Permit No. ROOFING Miami +; Zip: 3 3 / 3 NO Flood Zone:. OWNER: Name ee Simple Titleholder): J/� f'1 / e- c Pi e- t K7 �� � / � Phones 7-4 --%14.r Address q o %1� y City: � � JJ �.t � Shpt 64 State: F) Tenant/Lessee Name: -- — Email: CONTRACTOR Company Name:/ h e NU V r k 0 '41 (,) � Phone#: � % 747o�6 i Address: / hi g. 5-7 5 -r city: Gf i il ' AO I- C 3 State: /CL Zip: 33/31 Qualifier Name. 14 fr) e. 7> 07 b 1-3 Dais Phone#: State Certification or Registration # e- (6 CJ (t ' 4 Certificate of Competency #: yy Contact Phone#: 3 05 ,q1041? ,- Email Address: AD e Ai OCi f r t o - 1,-)9 et 6 !- eb c,--, Phone#: Z i p : 3 / 3? Phone#: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 576 0 Square/Linear Footage of Work: / d U , Type of Works DAddition DAlteration % ]New epair/Replace ODemolition rR Description of Work: '/�" Ufa) /�jC /i ' (pit, y-: b l h 5 v es,- • " it r+ a . 1 � / i = '• o r' I '® r i 5 6-4.— a _ A z o t . � A 4 5 r el—t- d v e e Esc r--e- Color thru tile: P-G 1..( e r' se > P Ins lei (6- -i *+ s* ********* **** ******************* *** **gee �x********** �x****** * * * * ** * *n�¢�**** *** *�x+xe:a�a�a *** Submittal Fee $ Permit Fee $ �C/�/ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ I. (ok) 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 emit 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 e, seeding $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 : nspection which occur, even (7) days after the building permit is issued In the absence of such posted notice, the inspection not be approved inspection fee will be charged Signature c" �c Owner or Agent Contractor The fs _ trument was ackn wledged before this/? The for , +ing instrument was acknowledged befo me e l .6 G . v. day of�;.. , 20by Jar / a �, , day o ` -,��' 20.byc74 i �; U who is personally knows a or who has produced who is personally kno Illfa me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: (-L€-<-.t., Print r t '-1-1 My Commission Expires: NOTARY PUBLIC: r ^� f 1 411( j _h- �° Emi :n. Duftln `DI)857Z41 ;7, U13 Ps?Om, q 11, 97, WO £G DTI, iU AIV ,11.74' T = "; ©.1" CA„ Ig4iti1 i ***********& 8a***** ****+k*******+k****+k* Fmk." k,+ R/+ k�kA�+ 1��k+ U* �N�kA�Bs�k Atl��k�k�k�R�R�b�A�b****�Nkd��N� *** d�i�i�AN�kB �h+ k+ b +k�k�fiNd�d�+N�k****�N****�k9*** APPROVED BY ` jO / `2 Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) 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 m�fbe attached) PROPERTY OWNER: P e.e f C cC 6 f" 4 O �� PERMIT # ADDRESS: l /2/- /3 FOLIO NUMBER: / / 302 U g. 66 WOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRU (attach app OWNERS SIGNATURE antict PLANREVIEWER: PLAN REVIEWER SIGNA'1tE: DATE: Created on June 2009 Folio 11- 3205 - 009 -0450 Property Address 9740 NE 13 AVE Owner Name(s) JANICE MOST - PICKARD &H GEORGE JR Mailing Address 9740 NE 13 AVE MIAMI SHORES FL 33138 -2546 Primary Zone 1400 SGL FAMILY - 3001 -3250 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths /Half 3/2/0 Floor 1 Living Units 1 Adj. Sq. Footage 2,197 Lot Size 8,286.18 SQ FT Year Built 1952 Legal Description 5 53 42 EARLETON SHORES PB 43 -80 LOT 20 BLK 3 LOT SIZE 76.020 X 109 OR 20543 -4343 05 2001 4 OR 20543 -4343 0501 01 Current Previous Year 2012 2011 Land Value $143,968 $119,973 Building Value $178,627 $179,737 Market Value $322,595 $299,710 Assessed Value $215,434 $209,160 Exemption In Current Previous Year 2012 2011 Homestead $25,000 $25,000 2nd Homestead $25,000 $25,000 Senior $0 $0 Veteran Disability $0 Civilian Disability $0 $0 Widow(er) $0 $0 Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Property Appraiser A Aerial Photography 2012 bi Vaiue in n Current Previous Year 2012 2011 Exemption /Taxable Exemption /Taxable County $50,000 / $165,434 $50,000 / $159,160 School Board' $25,000 / $190,434 $25,000 / $184,160 City $50,000 / $165,434 $50,000 / $159,160 Regional $50,000 / $165,434 $50,000 / $159,160 Date Cif Amount Recording Book -Page Qualification Code 5/2001 $0 20543 -4343 Sales which are disqualified as a result of examination of the deed 11/1998 $240,000 18356 -0893 Sales which are qualified 6/1996 $0 17643 -1340 Sales which are disqualified as a result of examination of the deed 4/1989 $150,000 14096 -3227 Sales which are qualified 8/1988 $105,000 13784 -1529 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Wednesday, September 26, 2012 =12- m! Shores Villecie 1 rHO\, ED 1 BY r - SECTION R4402.13 F Jr_ HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION "FOR'ROOFINGc 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 contr- •r. e owner's initial in the designated space indicates that the item has been explained. 1. , Aesthetics - Workmanship: the workmanship provisions of Secti h R4402 are for the purpose of pr •R iding that the roof system meets the wind resistance and water instruction *rfotmance standards. Aesthetics (appearance) are not a consideration with respect to workmanship,proviss nts Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, sl'ouid lie addressed as /part of th agreement between the owner and the contractor. 2. ren to r Renailing 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 cOndealed prior 'ng the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring uni , .e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or ,•l;Id 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 ed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail pene =ton of the underside of the decking may not be acceptable. This provides the option of maintaining the e. ce. 5. �r3 Ponding water: The current roof system and /or deck of the building may not drain well and may e water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural ess and may require the review of a professional structural engineer. Pounding may shorten the life exp- tanc and performance of the new roofing system. Pounding conditions may not be evident until the on ' I r o ng 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 ove 7 • ed from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if ov- • •w cuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in a with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the int • r of the structure assembly (the building itself). The existing amount of attic ventilation shall not be re' .ced. It may be beneficial to consid r additional venting which can result in extending the service life of the Own 9 ent's Signature Date Revised on 7/9/2009 LD Contri\r Signature Date -HIGH - VELOCITY HURRICANE ZONES SECTION R4402.14 HIGH- VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 -IAA Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED 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 or 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_ eo , As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Product Approvals 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing /Calculation Documentation 44.20 2010 FLORIDA BUILDING CODE — RESIDENTIAL ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Budding Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Spntinn A (General Information) Master Permit No. Process No. Contractor's Name - ) rk tl.W Job Address '2 7# 0 41 1 / 3 71L1---64“ e c ❑ Low Slope ❑ Mechanically Fastened Tile ortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering pair ❑ Maintenance Low Slope Roof Area (SF) ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) .4"/ 00 Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • FLORIDA BUILDING CODE — BUILDING HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: /9/ h 10 -- Product Approval Number: 11 1;e7 ti b ,3 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: ti P2: 1 /1V P3: et•� Maximum Design Pressure. Product Approval Specific System: Method of tile attachment: V U t At _ _ 1 Roof Slope: '3 ;12 Steep Sloped Roof System Des ription F- (S r 1-6 \ Deck Type: t ype Underlayment: Insulation: 1 Al \ Fire Barrier: I (A Fastener Type & Spacing: Ridge Ventilatign? c 30 /ts.("_- -' Adhesive Type:1 Mean Roof Height: / l 2010 FLORIDA BUILDING CODE — RESIDENTIAL Ar Tyke fe( ype Cap Sheet: I d s fi Roof Covering: ('( \ Type & Size Drib edge. i 44.23 HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 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 Mr with the values from Mr. If the Mf values are greater than or equal to the Mr values, for eacbarea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calcu xX i2t = r� .4i)- Md =Mrt A. s2 = irzi/ - M� = Mrs )- M,: =M (pons Per RAS 127" Product Approval M r Yg 7 Product Approval M r`) . 7 Product Approval Mr )P. 7 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mt Mr Required Moment Resistance* Mean Roof Height - . Roof Slope 41,. 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 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" (P, : + x l: __ - x w: = ) - W: x cos O : = Fr,: (P2: x I: = x w: = )- W: x cos 0: Fr2: (P3:xI: = x W:- )- W:_x COS 6.= Fri: F F F Whereto Obtain Information Description Symbol Where to find . Design Pressure Pl or P2 or P3 RAS l27 Table 1 or by an engineering analysis prepared by PE based on ASCF. 7 Mean Roof Height 11 Job Site Roof Slope B Job Site Aerodynamic Multiplier ), Product Approval Restoring Moment due to Gravity MR Product Approval Attachment Resistance Mt Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions 1= length w= width Product Approval All calculations must be submitted to the Building Oflioat at the time of permit application. 44.24 2010 FLORIDA BUILDING CODE - RESIDENTIAL MIAMI. COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever 6801 NW 77 Avenue, Suite 301 Miami, FL 33166 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.miamidade.gov /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: Altusa "S" Clay 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 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Roofing Roofing Tiles Clay Wood 1. SCOPE This new roofing system using Altusa "S" Clay Roof Tile as manufactured by Sulacer, S.A. de C.U. in Pimienta, Honduras and distributed by Clay Forever LLC as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Test Dimensions Specifications Altusa "S" Clay Length: 18 -3/4" Roof Tile Width: 10 -3/4" varying thickness Trim Pieces Length: varies Width: varies varying thickness Product Description High profile, one - piece, `S' shaped single roll ASTM C 1167 clay tile with a nominal 2 -%2 inch headlap. For adhesive set applications. Accessory trim, clay roof pieces for use at TAS 112 hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier American Test Lab of South RT0426.01 -11 Florida American Test Lab of South Florida IBA Consultants, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing MIAMIDADE COUNTY APPROVED RT0706.01 -11 2397 -116 94 -083 94 -084 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 Test Name/Report Date ASTM C 1167 05/07/11 Static Uplift Testing 07/11/11 TAS 101 ASTM C 1167 06/28/07 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing Feb. 1995 TAS 102 (Quick -Drive Screws, Battens) Wind Driven Rain Oct. 1994 TAS 100 TAS 102(A) May 2000 NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 2 of 9 PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. CLF- 003 -02 -01 7161 -03; Appendix III 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 October 2001 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 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 Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofmg 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 the applicable Building Code. 3.7 May be installed on slopes 7:12 and greater. MIAMI DADE COUNTY APPROVED NOA No.: 11- 0707.03 Expiration Date: 08 /26/14 Approval Date: 10/13/11 Page 3 of 9 4. INSTALLATION 4.1 Altusa "S" Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard 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) Altusa "S" Clay Roof Tile 6.5 1.56 0.9 Table 3: Restoring Moments due to Gravity - M„ (ft-lbf Table 2: Aerodynamic Multipliers - X (ft3) 3 ": 12" or less Tile 5 ": 12" A, (ft3) 7": 12" greater Battens A, (ft3) Profile Battens Batten Application Direct Deck Application Altusa "S" Clay Roof Tile Battens 0.253 Battens 0.28 Table 3: Restoring Moments due to Gravity - M„ (ft-lbf Tile Profile 3 ": 12" or less 4 ": 12" 5 ": 12" 6 ": 12" 7": 12" greater Battens or Direct Deck Altusa "S" Clay Roof Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 MIAMI.DADE COUNTY APPROVED NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Altusa "S" Clay Roof Tile 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 28.7 28.7 18.1 2 .#8 Screws 58.2 58.2 26.8 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 1 Screw with Altusa Clip (See c ip details) Altusa "S" Clay Roof Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A Altusa "S" Clay Roof Tile' 1 Screw with clip (at the water course of tile) 35.2 35.2 N/A 1. Screw must be installed in the inside nail hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Altusa "S" Clay Roof Tile Adhesive 29.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 5 of 9 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Altusa "S" Clay Roof Tile Polyfoam PolyProTM 66.54 Polyfoam PolyProTM 38.75 Polyfoam PolyProTM 52.056 4 Large paddy placement of 63grams of PolyProM. 5 Medium paddy placement of 24grams of PolyPro TM. 6 Large paddy placement of 54grams of PolyProT'". Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Altusa "S" Clay Roof Tile Mortar Set' 24.50 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". ALTUSA MADE IN HONDURAS LABEL FOR ALTUSA "S" CLAY ROOF TILE. (LOCATED ON THE 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI-DADE COUNTY APPROVED NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 6 of 9 PROFILE DRAWINGS ALTUSA `S' CLAY ROOF TILE MIAMI -DADE COUNTY APPROVED NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 7 of 9 TILE BY ALTUS (TYP.) CLIP DETAILS 2 -1/2" OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE DECK CLIP WITH ONE (1) SCREW ATTACHED TO DECK CUP PLACEMENT DETAIL MIAMIDADE COUNTY APPROVED CLIP NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 8 of 9 SCREW (HOLDS CLIP ONTO DECK) TILE BY ALTUSA (TYP•) CLIP DETAILS (CON'T) 2 1/2" OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE CLIP PLACEMENT DETAIL DECK 1 1/4" 1 3/4" 3/4" 5/8" X 5/8" 3.00" GALVANIZED METAL CLIP DECK 21/2" SCREW END OF THIS ACCEPTANCE NOA No.: 11- 0707.03 Expiration Date: 08/26/14 Approval Date: 10/13/11 Page 9 of 9 MIAMI DE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Bordeaux Road Tomball, TX 77375 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.mi a Enid ademovlbui 1d ins! 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 Section 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 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. BORA 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: Palyset® One Roof Tile Adhesive 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# 09- 0622.04 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. MIAMI.DAOE COUNTY APPROVED NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01 /06/11 Page 1 of 5 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: 07320 Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyset® One as described below in this Notice of Acceptance, designed to comply with the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using Polyset® One, and where the attachment calculations shall be done as an moment based system. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polyset® One Factory premixed canisters MANUFACTURING LOCATION: 1. Norton, OH. PHYSICAL PROPERTIES: Pronertv, Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content EVIDENCE SUBMITTED: Test .AEencv Southwest Research Institute PRI Construction Materials Technologies, Inc. MIAMIDADE COON APPROVED Product Description Single component polyurethane foam roof tile adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.95 lbs./ft 3 7.8 psi 15 PSI Parallel to rise 4.6 LbsJFt2 1.94 Perm / Inch +0.89% Volume Change ® 700 C., 2 Weeks 54.1% Test Identifier Test Name/Report 01- 1208 -025 ASTM E 108 FOP- 009 -02 -10 Physical Properties FOP- 009 -02 -01 TAS -101 FOP - 009 -02 -02 TAS -101 FOP - 009 -02 -03 TAS -101 FOP - 009 -02 -04 TAS -101 FOP - 009 -02 -05 TAS -101 Date 06/16/98 12/14/10 11/8/10 11 /4/10 11/8/10 11/8/10 11/8/10 NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 2 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polyset® One can be used with flat, low, medium and 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 Polyset® One roof the adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. W F'— MS 2 INSTALLATION: 1. Polyset +? One may be used with any roof tile assembly having a current NOA that lists moment resistance values with the use of Polyset® One 2. Polyset® One 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 Polyset® One shall provide sufficient attachment resistance, expressed as a moment based system, to meet or exceed the moment resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polyset® One roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Fomo Products, Inc. Polyset® One Operating Instruction and Maintenance Booklet 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles except on two pieces barrel tile. 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after Polyset® One has been dispensed. 7. Polyset® One placement 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 Typical Placement Detail Weight per paddy (grams) Flat, Low & High Profile # 1 12 High Profile 2 -Piece Barrel # 2 12 LABELING: All Polyset® One containers shall comply with the Standard Conditions listed herein. MIAMI•DADE COUNTY APPROVED NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 3 of 5 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAILS CUT AWAY VIEW PLACEMENT DETAIL # 1 NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 4 of 5 ADHESIVE PLACEMENT DETAILS (CONTINUED) PLACEMENT DETAIL # 2 END OF THIS ACCEPTANCE NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 5 of 5