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RF-12-1448Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 176617 Permit Number: RF -8 -12 -1448 Scheduled Inspection Date: October 16, 2012 Inspector: Bruhn, Norman Owner: CARLISLE, VICTOR Job Address: 9105 NE 5 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: ANDREW PALMER ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)582 -4964 Parcel Number 1132060141210 Building Department Comments RE ROOF TILE TO TILE COLOR THRU Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 15, 2012 For Inspections please call: (305)762 -4949 Page 7 of 40 • A -1 CONS141714C EJ MFRS,, AC A -1 CONSULTING ENGINEERS , INC ROOF STRUCTURES CONSULTING t [�NELP // 1 ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Owner's Name: Permit #: Job Address: /O 5 N — �%lvl / L Roofing Contractor: ,1'//22 Z-� r� Type of Tile: � T �� /3 Date installed: Approximate Roof Height: 2 feet Roof Pitch: 3 /12- Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: 7—D 8a ft 2 Required Testing Fore: 35 )bs. Testing Equipment: F.G.E. 100 Date Tested: illd f/ P72P/e?— LEST LOCATION UPUFT PULL TEST 'EST LOCATION UPLIFT PULL TEST TEST LOCATIOF UPLIFT PULL TEST TEST LOCATOOi, UPLIFT PULL TEST BEST LOCATIOF UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST 1 PAS,3 26 I� 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 • 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 ' 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 113 138 - 14 39 64 89 114 139 15 40 65 _ 90 115 140 16 41 • 66 ' \91(, ^1 -A 116 y 141 17 42 67 2 �� 117 142 18 43 68 118 143 19 44 69 n 94 119 20 45 70 "- k .A n iI ieoti u0 145 21 = 71 ° sp-, Pro % / 96 121 146 22 =E11 , 72 r■ a - I _•, 122 3 147 23 48 73 MI C -, - ° " / fiT� 123 148 24 1 49 .. 74 99 124 149 25 p 50 / 75 100 125 150 IN ACCORDANCE WITH THE CR TERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Jose A. Martinez P.E. # 031509 A -1 CONSULTING Lab. Certi cajto . # 07- 0306. Renews: 01- 1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 . CONSULTING ENGINEERS INC STUCTURES 'CONSULTING LT, '.. TEST TS SW 70 CT, MIAMI FL 33155 :5-740-9550 'FAX305-741X9550 Own s name. 4 05 NE 5 AVE . I FL fins c M R ROOFING Type of ie: i Tipe of Appro Requite Date tested: umber t Roof a 3112 47 ,e° A m 10/10/2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # 8 �2 ^ / 445 DATE: INSPECTION AFFIDAVIT RA (Print name and dree License Type) License #: L 15zILfi 1 qO On or about 112_ - i Iz licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and (Date & time) _ Secondary water barrier work at 16 e t3 l l (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature 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. Sworn to and subscribed before me this I��J- day of % 1Z ( Y --� Notary Public, Sate of Florida at Large I *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 ,,,,,,,,,, .,,V Y P's1,c JOANNE K "Jr Notary PuMi° date of Florida S, 1T QE My Corn „, Expires Oct 9, 2014 I%:"r"ro`itos.,' Commission # EE 1191 a such an ni S° on. Endude pictographs of each plane of the roof with Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 B DING 17/-5)44-) PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: a 1 G Aca _ Permit No )�) /.,- �l I_ LIVID 1 6 ' a 1448 Master Permit No. ROOFING City: Miami Shores County: Miami Dade J Zip: ✓b15 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: aeLOWNER: Name (Fee Sim le Titleholder): n►'' V Address: " t l City: M State: - -4 1 Tenant/Lessee Name: Email: Phone#: `T'I (04', Zip: Phone#: CONTRACTOR: Company Name: PliWg151-13 .Phone#: - L 612_ 1 Address: la) City: ,1 - State: _ . - Qualifier Name: - Phone #: 72 '�� State Certification or Registration #: �G ® Certificate of Comp tency #: Contact Phone #: -2 - "1LI 1 _ Email Address: 1 . Dt ) 1'12AM0o u I i , 410=414 Zip. DESIGNER: Archit ineer: Value of Work for this Permit: $ I?)) 6100 Square/Lim Footage of Work: Type of Work: UAddition \��l_K Description of Work: ONew epair/Replace ❑Alteration Color thru Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ * * * ** * ** *** * * * * * * * * * * ** * * * * ** CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ c2-95. 40 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 CONDTTIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 7,7///2 64. 1 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this • The foregoing instrument was acknowledged before me this day of--1-51/4, , 20 12„-by , day of me or who has produced As identification and who did take an oath. NO AR PUBLIC: by me or who has produced tification and who did take an oath. Y PUBLIC: Sign: Print: My CommissiV, E KNESKI Notary "u• is = State of Florida • My Comm. Expires Oct 9, 2014 Commission # EE 1191 APPROVED BY cr-7t7..-1 Print: My Co ESaKI Notary Public - 5 ate of Florida ' = My Comm. Expires Oct 9, 2014 _• "9T §�� Q.O. p�(� �k�k &:��k�k�k�k�k�k�k�k�k�k�k�k�k� * ** �k 7 G? stilt* k$� *RMI Mk' *** Plans Examiner Structural Review (Revised 3 /12r2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Y 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: k CrO C L.}E Address: OS E t Au Q1(. Date: Roofing Permit Number: Dear Building Official: I V ic C- -- certify that I am not required to retrofit the roof to wall connections of my buil ing because: he 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) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this day of 7J I Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of a SFBC. Then you must provide a building application fro Revised on 5121/2009 .sP ;.P e,ce. JOANNE KNESK te` A Notary Public - State of Florida r� $ ,� ii_ri r wszi My Comm. Expires Oct 9, 2014 taxation is equal to or more than $300,004,06 -taiiilding w�s°Hb4k t1�4f'uc e��ait� C nor ral Contractor for the Roof to Wall connect n a h994 Issue Date: 11/28/2011 FLORIDA ROOFING. SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION, INC. ISSUED TO: 1- 800 -767 -3772 • FAX (407) 671 -2520 CERTIFICATE OF INSURANCE Village Of Miami Shores 10050 Ne 2Nd Ave. Miami Shores, FL 33138 -2304 Attention: To Whom It May Concern COPY PROVIDED TO: Andrew Palmer Roofing, Inc. & Palmer & Faria 9700 Sw 168Th Street Miami, FL 33157 Andrew Palmer Roofing, Inc. & Palmer & Faria Painting Corp. This is to Certify that: 9700 Sw 168Th Street Miami, FL 33157 being subject to the provisions of the Florida Workers' Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND, P.O. Box 4907, Winter Park, FL 32793. COVERAGE NUMBER: 870 - 033261 EFFECTIVE DATE: 1/1/2012 EXPIRATION DATE: 1/1/2013 LIMITS Workers' Compensation: Statutory - State of Florida Employers' Liability: $100,000.00 Each Accident $100,000.00 Disease, Each Employee $500,000.00 Disease, Policy Limit REMARKS: Non - cancelable, without 30 days prior written notice, except for non - payment of premium which will be a 10 day written notice. Andrew N Palmer as Qualifier, License #RC0067299 This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies) shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. By: Brett Stiegel, Administrator FRSA -SIF By: Debra Guidry, CPCU, Un•erwriting Manager FRSA -SIF d SECTION R4402.13 H GITLOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS opels it pertains to the section, it is the responsibility of roofing contractor to provide the owner ffng permit, and to explain to the owner the content of the section. The provisions of Section Imum requirements and standards of the industry for roofing system installations. ollowif g items should be addressed as part of the agreement between the owner ant the I\iollmer'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 roviding 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. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be re- nailed -inaccordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. — - _Common roofs: Common roofs are those which have no visible delineation between neighboring units (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. 4. - t — Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. _Lb _ 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. U1.. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ove–fr oaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner /Agents Signature Date Revised on 7/9/2009 LD Contractor Signature Date 4 Miami Shores Viiiage 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: kit CrOV" e ied.,_E Property Address: �� 2 NU '01-101(61 Roofing Permit Number: Dear Building Official: tC- �-��t_ buil ing because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Date: (2 1 Z certify that I am not required to retrofit the roof to wall connections of my ,7,17/W Signature v Print Name Che--U State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Swam to and subscribed before me this day of 12_ Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of a SFBC. Then you must provide a building application fro Revised on 5/2112009 , taxation Is equal to or more than $300,00¢.0' ral Contractor for the Roof to Wall conn s A A JOANNE KNESKI Notary Public - State of Florida My Comm. Expires Oct 9, 2014 finding wiffirligaaVegittlF9E1C nor 1994 • Section A/B MIAMI. "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Miami-Dade County HVHZ Electronic Roof Permit Fo Section A (General Information) Process No: t and s roofing systems El Low Slope O Asphaltic Shingles Roof Category O Mechanically Fastened Tile O Metal Panel/Shingles O Sprayed-Pczlyu-retharie Ftiam- - . Other. ,LL 3 ki) 1 2 BY:— Mortar/Adhesive Set Tile 0 Wood Shingles/Shakes Roof Type - 0 New Roof 151 Re 0 Recovering 0 Repair 0 Maintenance Are there Gas € .. - • on the roof? 0 Yes 151 No If yes, what type? 0 Natural 0 LPGX Low slope roof area (ft. Roof System Information Sloped area (ft.2) 101111111011■ Sketch Roof Plan Illust all find ections, roof drains, scuppers, overflow scuppers and overflow drains. Include : dimensions of sections an Its» tearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Comer Size (a' x a'): 2000 Section B (Roof Plan) Total (ft.?) 2000 — Miami Shores Village 12.--1.44g APPROVED ZONING DEPT BLDG DEPT Ti le Roof System £ATClienCeEve"mDay" Roof System Manuacturer: Miami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System BORAL ROOFING LLC Notice of Acceptance Number (NOA): 12-0308.25 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: .381 P2: 88.1 P3: 100 � 7 | | Mo�mumDesign mMndPressures, (From the NOASpeni�coyotem): `� 31 ._3 psf Fill in the specific roof assembly components. Ifacomponent is not required insert not applicable (n/a) in the text box. Roof Slope: 31.3 Roof Mean Height: 15 Method of Tile Attachment: ft. --Adhesive, 2 Small Paddy Polyfoam Polypno— Alternate Method of Tile Attachment per NOA Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: —Gakinized Metal-- 1 1/4 RS NAILS Hook Strip/Clea gauge or weight: Deck Type: Optional Insulation: Optional Nailable Substrate: Optional NailabIe Substrate Attachment: Basesheet Type: #3OA8TM TYPE U Fastener Type for Baseshee Attachment: ) — —'—' — 1 1/4 RS NAILS 6" OC & 12" FIELD Tile Underlayment (Cap Sheet) Type: POLYGLASSTU PLUS Tile Underlayment Attachment Method: SELF ADHERED Tile Profile: SAXONY 900 Section E "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: 68.1 100.7 xX xX xX 200 .200 .200 7.62 13.62 - Mg: - Mg: - Mg: 7.07 = Mr1: = Mr2: = Mr3: 6.55 fin NOA Mf < NOA Mf NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Frvalues, for each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: x 1: x 1: x I; x xw; x w: - W: - W: - W: x cos 0: = Fr1: x cos 0: = Fr2: x cos 0: = Fr3: Where to Obtain Information to complete tile calculations NOA F' NOA F' NOA F' Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Symbol P1 or P2 or P3 H 0 Mg Required Uplift Resistance Average Tile Weight Tile Dimensions Mr F' Where to Find Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Job Site Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Fr W I = length w = width Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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.sov /pera 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 PERA - Product Control Se ction 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. PERA 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: Saxony (Shake, Slate, Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11- 0907.10 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL 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. . PRODUCT DESCRIPTION ., pnxfactured Applicant Test Product 7-"`imensions Specifications Description Monier Lifetile LLC 1= 161/2" TAS 112 Flat, interlocking, high pressure extruded concrete Saxony (Shake, Slate and w = 12 -3/8" roof tile equipped with two nail holes. For direct Split Shake) Tile .6" thick deck or battened nail -on, mortar or adhesive set • applications. Trim Pieces 1= varies TAS .112 Accessory trim, concrete roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 25- 7183 -6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -5 Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) 25- 7214 -1 Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Direct Deck) Engineering, Inc. The Center for Applied Engineering, Inc. MIAMI.DADE COUNTY APPROVED NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 2 of 8 2.2 EVIDENCE SUBMITTED: Test Agency The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporationesting Service Celotex. C-erporat esting Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering 3. LIMITATIONS 3.1 Test Identifier 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 _ Test #MDC -77 520109 -1 - 520111-4 52019L-1 - Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations 129 Fire classification is not part of this acceptance. Test Name/Report 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 Static.Uplift Testing 'PA 101 ' Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS -112 Date March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 June 2007 February 1996 April 1996 December 1996 March 1995 April 1999 June 2007 Jan. 2007 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 3 of 8 4. INSTALLATION 4.1 Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers - X (ft3) Tile - Profile `` -.. - - ? (ft i.. :,,,i1 Batten Application X {ft3) Direct Deck'Appli�catioln Saxony (Shake, Slate ani 8plif'Shake) Tile 0.185 0.200 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 4 of 8 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 Saxony (Shake, Slate and Split Shake) 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 - 10d S 9th or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 _1-104 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 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile Adhesive' 31.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 3M' 2- Component Foam Roof Tile Adhesive AH -160. Average 13.9 grams. weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile 3M' m 2- Component Foam Roof Tile Adhesive AH -160 118.93 3M' m 2- Component Foam Roof Tile Adhesive AH -160 40.44 3 Large paddy placement of 45 grams 4 Medium paddy placement of 24 grams NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 5 of 8 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Saxony (Shake, Slate and Split Shake) Tile Mortar Sets 43.9 5 Tile -Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved BORALLIFETI LE BORAL ROOFING LLC, SAXONY TILE (LAKE WALES FL) LOCATED UNDERNEATH 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. NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 6 of 8 PROFILE DRAWINGS 1 3116-4 slate 1 5fl " (ask WATERLOCK SAXONY CONCRETE ROOF TILE (SLATE MODEL) SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MIAMI -DADE COUNTY APPROVED NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 7 of 8 SAXONY CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 12- 0308.25 Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 8 of 8 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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 /aera 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 PERA - 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 Mid 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 asgiiiance 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. PERA 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: Polyglass Polystick Underlayments 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 revises NOA # 11- 0601.10 and consists of pages 1 through 8 The submitted documentation was reviewed by Alex Tigera. APPROVED] NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick.IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 65'8" x 3'33/8" 60 mils thick moll: 65' x 3'3:3/8" Or 65' x 3' 60 mils thick Roll: 32' 10" x 3'33/8" 100 mils thick Roll: 65' x 3'3-3/8" 80 mils thick Roll: 32'10" x 3'33/8" 130 mils thick Roll: 61' x 3'33/8" 60 mils thick Roll: 61' x 3'3-3/8" 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and -ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A fine granular /sand top surface self - adhering, APP 'polymer fiberglass reinforced, :--bitumisons sher naterial for useas an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass -fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof .. tile underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 1229.01 Expiration Date: 09 /13/16 Approval Date: 04/05/12 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity ! ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08 -R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300 :10.11 PRI01111 PUSA- 005 -02 -01 PUSA - 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055 -02 -02 PUSA- 083 -02 -01 PUSA- 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103 /ASTM D4798 & G155_ TAS 110 /ASTM D4798 & D1970 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 0119/11- - 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 11- 1229.01 Expiration Date: 09 /13/16 Approval Date: 04/05/12 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -Y2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be, back nailed in accordance with - applicable building code. 4 Whe>i, applyingthe -membrane in the valley, start at the loW-.point and work to the high point, roiling the - tnenibranerom the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations.: in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. MIAMI-DADE COUNTY APPROVED NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days) Polystick MTS MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 - 180 180 180 Hazelton, PA. N/A 3o _ _ .. 30 -., 180 . - N/A NJA N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, and Tile Pro may be used in both adhesive set and mechanically fastened rooftile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened rooftile applications. Polystick MTS is limited to mechanically fastened with battens rooftile applications. Polystick TU P may be used in both adhesive set and mechanically fastened rooftile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as rooftile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Plus, TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max Per Stack) 12 Ibof1]eck prepared with pOL15T1CK1U plus Refer tolremecizoofing system Product Control Notice of A ee. pfande for listed approval of this product, with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, 1R-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind :uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing.Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of_mastic_between thalaps.does not appfyv to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter- battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4 "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 8 of 8 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, MN. 55144 -1000 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/pera 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 PERA - 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 AIJ (in areas other than lbliami 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 manufacturef- will incur the expense of such testing and the AHJ may .immediately revoke, modify, or suspend the use of such product ofmaterial within their jurisdiction. PERA 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: 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MT ' 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 2- Component Foam Roof Tile Adhesive 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 _: T r Dimensions 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack® 30 & 100 N/A N/A N/A Test Specifications' TAS 101 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 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. 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 1.6 lbs. /ft.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% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 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. 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 25 -7492 SSTD 11 -93 Miles Laboratories NB -589 -631 ASTM D 1623 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93. Southwest Research Institute - 0J -6743 -011 ASTM E 108 11/16/94 01-6739-062b[11 ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 11/02/95 12/12/95 02/01/94 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 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 10/23/98 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 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. F 2, F'— MS —W MIAMI.DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofmg Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must beb a factory Trained 'Qualified Applicator' approved and licensed by 3M Company.. 3M Company shall supply a list of approved applicators to the authrrrity having jurisdiction. . -5. Calibration oftbe Foam Dispenser RTF 1000 disRensing. quipment is required before application of any adhesiVe._7. The mix ratio between the "A" component and the "B"-c° oinponent 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPacki? 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM. 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 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 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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. Nall through plastic cement Undedagment ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 17 to 23 Optional 4' 2xe for square Inches in contactvdth the pantile steep P as 2) Turn covers upside down. Place adhesive 112 In. To 11n. From outside edge of cover tile. Then Install the tila Nall through plastic cement Rem top potion of the gave course cover tile. Abut to second coup of pan Wes are end of flush at eave line. Eave closure (mortar shown) Optional Point -up Mater on longltudhml edges of the NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 5 of 7 Nail through plastic cement ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) 3 In. x3 in. Single paddy on under - layment Single paddy under tile Single paddy on top of tle Eave course In. X 7 In. medium she paddy save Fascia course only Nail through plastic cement Nall through plastic cement Underlayment Single paddy on under - layment Single paddy under tile Single paddy between tile 2 in. x 71n. medium size paddy eave course only in.x 3 in. 4 in. Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy between tile in.x 3 in. Single /paddy on underiayment Single paddy on top of the Eave Course Eave Closure 2In. x 71n. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 CFN: 20120390232 BOOK 28134 PAGE 1071 DATE:06 /04/2012 09:57:26 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY SCE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE 108 SITE AT TIME OF FIRST INSPECTION PERMIT NO. r"°�y�, TAX FOLIO NO. STATE OF FLORIDA:' COUNTY OF MIAMI -DADE: TI-fE 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. Space nab�ov�e reserved for use fof recording office 1. Legal description of property and street/address: a 1 E • .1 E _ &t t.f iA J i ,M� 1 2. Description of Improvement: wciptiww•rosmint.iiinca,4 titiehoder.Ii and phone number 1111T• OIPAI �] �1OVIIMi�a�i�f it 3. Qwner(s) name and address: Interest In property: °(7. V Name and address of fee simple 4 Con = ctor's name, address an 41/fi - i+- ■ - 5. Surety: (Payment bond 'requ ; d 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 by Owner upon whom notices or other documents may be served as provided by ' Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to hirnself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expUation date le 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 JOE SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Ma Prepared By Prepared By Print' Name Print flame Title/Office Title /Office STATE OF FLORIDA COUNTY QF MIAMI -DADE The foregoing Instrument was acknowledged before me this day of By ❑ Individually, or [D as for NAPersonalty known, or ❑ produced the following type of ide Signature of Notary Public: Print Name: (SEAL) • 1.1„ 7' . 1 • 7 fit • =Y' FL. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in 11 are true, to the best of my knowledge and belief. Slgnature(s) of d BY 1232132 PAGES 9710 \1 Chi 1 y✓V�- S'�Y P46 c ,JOANNE KNESKI 1 3 �\ = Notary Public - State of Florida j rye , J My Comm. •Expires Oct 9, 2014 ( (srr OOwner(s)'s Authorized Officer/Director/Partner /Manager )1 5 .f3boveCommission # EE 1191 BY STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that the foregoing is a true and correct copy of the original on file In is office August O( AD20 1Z HARVEY RUVIN. CLERK. of Circul and County Courts. Deputy Clerk 235772