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RF-10-1477
Inspection Number: INSP - 150159 Scheduled Inspection Date: August 26, 2010 Inspector: Bruhn, Norman Owner: PIERRE, SALNAVE Job Address: 245 NE 96 Street Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS INC Building Department Comments REPAIR VALLEY ON ROOF Passedi" Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 25, 2010 Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: RF -8 -10 -1477 Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132060134090 Page 11 of 22 BUILDING Permit NoW 1 0 KT' PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING JOB ADDRESS: 39 C lo w 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 OWNER: Name (Fee Simple Titleholder): I nV't�i C'.rl'eoi Vt ZtCt, Phone #: Address: Pk15 - Mg q l0` City: V L1 vTh / Tenant/Lessee Name: Phone #: Email: State: F1 City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: W I QQVYl 1 R CSTY1C P hone #: �.1 7 ( — 5591 Address: t2 1.-A-0 Lc l City: 1'Y\ 1 Gv'v+ ‘ State: Qualifier Name: IQ vte Vt..a State Certification or Registration #: Certificate of Competency #: Contact Phone #: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ rl ). Type of Work: DAddress ❑Alteration Description of Work: ❑New � 1 ✓ MG.q ' Cpv1 < h2 Q Z c A 11 \ 1° Submittal Fee $ /aln Permit Fee $ 7(2 Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Email Address: Square/Linear Footage of Work: Phone #: eplace IllEaMED AUG i 7 MO g Zip: 3© Zip: Zip: 1 GO rl T ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * ** * * ** **** * *** *** * **** * * * *a *** * * * *, Fees, * ** * * * **** ** *** * * **** *, ** *** ** * **** *** **** CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $099 J 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 e e approved and a reinspection fee will be charged day of,20 , by who is personally known to me or who has produced 3X.:Ff° () G° 0 =1t 0 41- $3t? - 0 As identification and who did take an oath. 4 -) t2.431NOTARY PUBLIC: Sign: Print: My Commissi APPROVED BY ledged before me this l6 S.L.5.4. °" JOSE M. WARREN i+ ':' MY WMMISS # DD 910482 . r,. EXPIRES: Ju 23, 2013 or manual mu try Public (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Signature Contractor The foregoing instrument was acknowledged before m tthis day of Ag�6Y , 20 , by fl It who is personally known4e ne--or who has produced NOTARY PUBLIC: as identification and who did take an oath. 0111914.— enf:TA"3711111111111111 .4 err i * y" P�h, ..AID -,,:• Si * * ** *fir, tip ** * * *,t *** * *** * * ** * * ** * * *a* tea *** * *** ter * * *+Y +Y+ *** * * * ** * * *, ** * * ** * *** *,t* *** *,t, t ime ** **, *** * * * * * * ** Plans Examiner Zoning Structural Review Clerk SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) a for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). f 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring s (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 work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie* from below. The owner may wish to maintain the architectural appearance, therefore. •rbbfigg nail penetrations of the underside of the decking may not be acceptable. The Florida BBildieD pfrdVIdesth2 option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building ma cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be a distress and may require the review of a professional structural engineer. Pondiri expectancy and performance of the new roofing system. Ponding conditions may not Ire roofing system is removed. Ponding conditions should be corrected. X 6. Overflow scuppers (wall outlets): It is required that rainwater flow o o h i .` c • is hoi v rloaded from a build up of water. Perimeter /edge walls or other roof extensions h s discharge -i overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers is acc'ardanca with the Florida Building Code, Plumbing. •••• 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of he structural 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. Alor/ fly wn - °'s /Agen s Property Address Rev:1/20/2005,Computer Services, Building Department 0% 1 €49 1016 Date Permit Number ;F ZIEW AK 1 7 zuto !J BY: �- * if 45 • 1 ' t.#• elI 4 ti,n:j„ • h8 n the li '• • 'uider al ai va.t 'rna •••• on ractor's Signature TONING DEPT Dres. Vi!I SUBJECT YO CCrv7Pl_IANCE WITH ALL FEDERAL STATE AND CC,UN rY RULES ANC REGULATIONS • • • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High-Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No Contractor's Name Job Address 0 Low Slope 0 Asphaltic Shingles ROOF CATEGORY O Mechanically Fastened Tile O Metal Panel/Shingles 0 Prescriptive BUR-RAS 150 ROOF TYPE 0 New Roof 0 Reroofing 0 Recovering alc z ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Process No. 5 C • Repair O Mortar/Adhesive Set Tile O Wood Shingles/Shakes • • 0 Maintenance • Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers.a s, Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zobaa location of parapets. • • • • • • • • • • • • • • • • • •••• • • • •••• • Telal (SF) • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 15.32 FLORIDA BUILDING CODE— BUILDING Roof System Manufacturer: CI- .. Ti Notice of Acceptance Number: 09 -as, 443 0 3 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculation% :, L,15, i P2: —7jt L' P3: — Me Maximum Design Pressure (From the Product Approval Specific System): ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.34 Roof.Slope: 44 : 12 Ridge Ventilation? ; Fastener Type & Spacing: LI IN__ Mean Roof Height: Florida Building Code Edition 2004 High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description • • • • • • • • • • • • • • • • • —0— 0— 0— • Deck Type: 51 y • • • • La • !co ___E ■ • • • • is •--• - • • Type Underlayment: [ • * IV'S ''.. • • • • Insulation: Fire Barrier: Adhesive Type: Type Cap Sheet: Roof Covering: 14- Type & Size Drip I Edge: 1)S_ • • • • • • • • • • _• • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • -•- • • • [ H :3Y'3 dog FLORIDA BUILDING CODE — BUILDING Where to Obtain Information • • • • • Description Symbol Where to find •••• Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier .1 Produce Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submit ed to the building official at the time of permit application. M 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 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.t... 7:12 24.4 25.9 27.1 28.2. • • 300e••• Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems. choose either Method 1 or 2. Compare the values for M with the values from M. If the Mf values are greater than or equal to the M values, for each arca of the roof. then the tile attachment method is acceptable. e1 Method I "Moment Based Tile Calculations Per RAS 127" �j (P i - yr • 1 xX y��'7 = i3.jl = Mrt 1. Product Approval Mf1. 1 r� U �1 y (P2: ' ' x 3 . '' = . 9 - M g :5 � f = M i I 46 Product Approval Mr (ii ' 4 � (p II Fs } ) `eY =3' ' 5 - Mg :'-' "' y = M Product Approval Mf(- � Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf • o "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 gt4piepual to the Fr va4tes. • for each area of the roof, then the tile attachment method is acceptable. •••• • • • (P,: (P3: x L xL Method 3 "Moment Based Tile Calculations Per RAS 127" (P xL = xw:= ) - W: xcosO xw:= ) -W: x cos = xw := ) - W: x cos0 = Fri Fr2 Fri ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • ••• • • Product Approval n••:: •• •• Product Appro v i Product Approval •••• • • • •• • • • • • • • FLORIDA BUILDING CODE - BUILDING 15.35 • • • MIAMI•DAI?E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95 Street Medley, FL 33178 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or • material fails to meet the requirements of the applicable building code. • • • This product is approved as described herein, and has been designed to comply with the .Florida Buildin Bade, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish `S' Clay Roof Tile .... • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Mt, state, HQ • . 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 jnd there ha�llti'�o change in the applicable building code negatively affecting the performance of this prodh!ct. " : . • • • • • •••• 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 revises NOA # 05 -0921.02 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Ti era. NOA No.: 07- 0626.03 Expiration Date: 02/01/11 Approval Date: 09/13/07 Page 1 of 5 • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: 07320 Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This revises a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation and 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 Test Applicant Dimensions Specifications Santaf6 `S' Clay L = 18" Roof Tile W = 11.1" Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies TAS 112 TAS 112 Test Identifier 94 -156 -8 94 -156 -9 25- 7205 -1 Project: 07 -07 -00-91 (307023) 7161 -03 Appendix II 7161 -03 Appendix III P 0402 Product Description One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. • • • • • • Accessory trim, clay roof ices for use a4• • • • hips, rakes, ridges and v4 gX �r Manufactured for each tile, ale. • • •••• • • • • • •• • •• •• • • Test Name/Repopt• • • • • • Date • • • • TAS 101 • • • • Aug* 19 § * • TAS 102 •• • •••• • • •••• TAS 101 March 1995 TAS 100 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails Sept. 1994 Dec. 1991 Dec. 1991 Sept. 1993 NOA No.: 07- 0626.03 Expiration Date: 02/01/11 Approval Date: 09/13/07 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 dr Test Agency Test Ident'fer Test Name/Report Date Redland Technologies P 0647 -01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631 -01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305 -01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC - 003 -02 -01 TAS 101 12/06/02 IBA Consultants, Inc. 2353 -70 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -71 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -93 ASTM C 1167 07/18/05 3. LINIITATIONS 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 RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to ptdprm quarterly test in accordance with TAS 112, appendix 'A'. Such testing,shall be sub#niit (to • t h e Building Code C o m p li a n c e O f f i c e f o r review. • • • • • • • • • • • 3.4 Minimum underlayment shall be in compliance with the applicable tfhtg App1 Cations Standards listed section 4.1 herein. • 3.5 30/90 hot mopped underlayment applications may be installed perpendiet faK o the ref sgope unless stated otherwise by the underlayment material manufacturers pu121lked literaturg, • 3.6 This acceptance is for wood deck applications Minimum deck requieule its sh 1J.l3e �n compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION • • • • • • • • • • • • • • • • • •• • ••• • • • • 4.1 Santafe 'S' and its components shall be installed in strict compliance with hoofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07- 0626.03 Expiration Date: 02/01/11 Approval Date: 09/13/07 Page 3 of 5 • • • • • • • Table 2: Aerodynamic Multiplyers- a .(ft Tile X (ft) x (ft Profile Batten Application Direct Deck Santafe '8' 0.274 0.297 dr Test Agency Test Ident'fer Test Name/Report Date Redland Technologies P 0647 -01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631 -01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305 -01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC - 003 -02 -01 TAS 101 12/06/02 IBA Consultants, Inc. 2353 -70 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -71 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -93 ASTM C 1167 07/18/05 3. LINIITATIONS 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 RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to ptdprm quarterly test in accordance with TAS 112, appendix 'A'. Such testing,shall be sub#niit (to • t h e Building Code C o m p li a n c e O f f i c e f o r review. • • • • • • • • • • • 3.4 Minimum underlayment shall be in compliance with the applicable tfhtg App1 Cations Standards listed section 4.1 herein. • 3.5 30/90 hot mopped underlayment applications may be installed perpendiet faK o the ref sgope unless stated otherwise by the underlayment material manufacturers pu121lked literaturg, • 3.6 This acceptance is for wood deck applications Minimum deck requieule its sh 1J.l3e �n compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION • • • • • • • • • • • • • • • • • •• • ••• • • • • 4.1 Santafe 'S' and its components shall be installed in strict compliance with hoofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07- 0626.03 Expiration Date: 02/01/11 Approval Date: 09/13/07 Page 3 of 5 • • • • • • • Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile me Profile Tile Application Minimum Attachment Resistance.... • ,38.9 • • • •• Santafe `S' TIIe Bond . Polyfoam Polypro AH 160TH • • • • 2$.5 • • • 5 Paddy placement of 63 grams of Polypro AH 160T"'. -' -. 2 See manufactures component approval for installation requirements. • • • 3 Flexible Product, Inc. Average weight per patty 10.4 grams. . •„ 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. , - - - 38.28' Table 5A: Attachment Resistance Expressed as a Moment - Mt f ftt •pf) • ••:•• for Single Patty Adhesive Set Systems • • • • • • • Tile Profile Tile Application Mlnitftt i kttachmeht • Resistanc4 • Santafe 'S' Polyfoam Polypro AH 160T'o : .13.8 • Polyfoam Polypro AH 16OTM • • 61.9 •••••• 5 Paddy placement of 63 grams of Polypro AH 160T"'. -' -. 6 Paddy placement of 24 grams of Polypro AH 16OTM. Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck Battens Santafe `S' _ 2 -10d Ring Shank Nails 21.8 N/A One #8 Screw 29.16' N/A Two #8 Screws 38.28' N/A One #8 Screw w/ Clip 57.31' N/A Two #8 Screws w/ Clip 57.60' 61.77' 1. Approved screws as noted 'Product manufactured by others'. 2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile Santafe 'S' 2 ":12" Batts Direct Deck 3 ":12" Battens Direct Deck 4 ":12" Battens Direct Deck 5 ":12" Battens Direct Deck 6 ":12" Battens Battens Direct Deck 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 7 ":12" or greater Battens Direct Deck 5.03 5.00 • • NOA No.: 07-0626.03 Expiration Date: 02/01/11 Approval Date: 09/13/07 Page 4 of 5 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe 'S' Mortar Set 23.6 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile Santafe 'S' 2 ":12" Batts Direct Deck 3 ":12" Battens Direct Deck 4 ":12" Battens Direct Deck 5 ":12" Battens Direct Deck 6 ":12" Battens Battens Direct Deck 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 7 ":12" or greater Battens Direct Deck 5.03 5.00 • • NOA No.: 07-0626.03 Expiration Date: 02/01/11 Approval Date: 09/13/07 Page 4 of 5 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF 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. PROFILE DRAWING 11.1" 18 11 "SANTAF$ S" CLAY ROOF TILE END OF THIS ACCEPTANCE When using one screw •••• use this hole.; ••• •••• • •• • • •• • • • • • • • •• • • • •••• • • • • • • •••• It • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • •••• NOA No.: 07-0626.03 Expiration Date: 02/01/11 Approval Date: 09/13/07 Page 5 of 5 • • • • MIA M I •DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High VelociteFlfenicane Zone of the Florida Building Code. •••• DESCRIPTION: Polypro® AH160 • • • •• • .• • • • • •• • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed Ogrtlicre ha e C o s*b change in the applicable building code negatively affecting the performance of this producf. .. • .••• • TERMINATION of this NOA will occur after the expiration date or if there has been arey ; n or change i n the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an etdo1setnent pf an product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tr c ini1Sly • with any section of this NOA shall be cause for termination and removal of NOA. •... • • • •... ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04 /13/06 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive 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 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a cursant.1 TOA which list moment resistance values with the use of Polypro AH 160 roof tile adhesive. •••• • • • Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment • • • • • •• • •••• • • • •• •• • • •••• •• • • • • •• • . • • • •• • • Results ' 1.61bs. /13 • 18 PSI Parallel to rise • • • •••• 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ - 40° F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/9$.. 520109 -2 • • 520109 -3 • • • • • • 520109 -6 • • 520109 -7 • 520191 -1 TAS 101 • ••••Q3/02/ •. :. • 520109 -2 -1 • • • • • • LIMITATIONS: i � k MS • • • •• •• •• • • • • • • • • • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile pssehtly fof fire • rating. •• • •••• • • •• 2. Polypro® AH 160 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile' • • ' Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two 1%14 Weight' per jacMM Min (gracris) : • • Flat, Low, High Profiles #1 35 • WA: • • High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan • N/A • • Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro0 AH160. 2. Polypro® AH 160 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 Roofmg Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3.minutes aftef....' • • Polypro® AH160 has been dispensed. • • • • 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with•bile'Pla Details' herein. Each generic tile profile requires the specific placement noted herein, • • LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •••• • • • • • • • • •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 .• • •' • • • • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Under layment 1 Nall through plastic cement 10 In. Enos Course Eave course only: Keep adhesive approx. 41n. upfromweepholes 1) Place enough adhesive toachieve 11 to 23 2x4s for square Inches in contact withthe pen t ile Doh appli Then install the the. To 1 tn. From 2) Tum coasts upside down. Piave adhesive 1121n` dedgeofcoverdle. R portion otthe eave course cover We Abut to second course of pan ties. Ensure eave end of pan and cover Wes are flush at eave One Eave closure (mortar shown) Paddy (Beneath Tile) Fascia Waephole Eave closure MP Ale Nag through plastic cement NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 .• • • • • • • • • • • • • • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • • .. • • • •••• • • • • .... • • • • • • •• •• •• • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 6 of 7 • • • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • ••••11 • ••••1 • • • ••••1 • • ••• Nall through plastic cement I x3in. Single paddy on under- • • • laymen? • • • • Single Odds • on top ASO• • Single paddy under the • Paddy (between tile) Paddy (under tile) It* ,Eave course 21n. X7 in. medium size paddy eave Fascia course only • • • • • • •• • • • • • • •• • •• • • • • •••• • • • • Nail through plastic cement •er 3 in. x 3 In. Single paddy on underlayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nall through plastic cemen Underlayment I in.x 3 in. Single 4In. ■ PaddY on under- layment Single paddy under tile Single paddy between tile 2In. x 7 in. medium size paddy eave course only Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy between tile Eave Closure 2 In. x 7 in. medium Pascal ize paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7