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RF-07-539
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/14/2007 Inspector: Grande, Claudio Owner: SIMMONS, RAYMOND Job Address: 934 96 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060143000 Lot: Phone: 305 - 757 -2612 Building Department Comments Re roof monier atlantis whole color thru roof tile 7! MAY 1 4 2007 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, May 11, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/14/2007 Inspector: Grande, Claudio Owner: SIMMONS, RAYMOND Job Address: 934 96 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number Parcel Number 1132060143000 Lot: Phone: 305 - 757 -2612 Building Department Comments Re roof monier atlantis whole color thru roof tile MAY 1 4 2fff Inspector Comments , Passed Failed Correction Needed Re- lnspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, May 11, 2007 Page 1 of 2 • U.S. SOUTH Engineering & Testing Lab., Inc. Project 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305)/558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 No 9379 Owner's Name. Job Address. Roofing Contr Type of Tile: Approximate Roof Height: feet Type of Access to Roof: Scaffolds Ladder Approximate Square Footage of Roof: 3,1 5°62 ft2 Required Testing,Fo ce: 3 lbs. Testing Equipment: Chatillion100 Date Tested. (, SITE SPECIFIC INFORMATION Date Installed. Roof Pitch: Other TEST RESULTS P = PASS, F = FAIL Test Location 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Uplift Pull est(P or F) Test Location Uplift Pull a est(P or F) 28 Test Location 51 52 53 Uplift Pull Test(P or F) 29 54 30 55 31 56 32 33 34 35 36 37 38 39 I 40 41 42 43 44 45 21 46 22 47 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 Test Location 78 77 78 79 80 81 82 83 84 85 88 87 88 89 90 91 92 93 94 95 98 97 Uplift Pull Test(P or 9 23 48 73 98 24 49 74 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL T. MITTED BY: THIS REPOiT Lab Certification # 98- 0608.04 State of FL Certificate Authorization : 4100 P.E. Sketch of Roof Job Sheet Number Contactor Checked By Scale tP5 •••11111•1111111•1111 • INNIENNIIINNIII • INIMINNIMINIIII• 11111•111 imilmummmommi MEM ININVIIII•IMIMMIIIMPAN 01119AIINTRANINIM91 1111M111111011117502111N1 EMIENNINEINIMANNIII MOM Mill sarinusammiromatam offaimmilms0 In ammunoinnummal '17. EINKM2•1 IMNIMINNall111116,0•11•1•11 •11101111,6.1111•111 1111•116" IINIMMINENIIPMNINRI MINIIIIIMI \IIIMINIIIMIN ILEMIMINCIIIMMEINSMIN •••MMINAMERLII ••=1111111• 1111•11111111N1 OrfiTINIIIMA PAM INA•111121•ILVINE4M11 PI ellimilmENIN armare Harm' • samesimmaa • Nuisationva MEM •111111•1511•••fild MINIUM IIIIIMILNPSINIII I i 11111111MINMIN• IMENNILV IIIIIROUNIMPOM • 1011•111/2110111111M11 INNINI 011,411M11511111111 • PriNglilliffallral • Iv 7 r ,p FAITA 111■1110 • A2212 ===t1101111111111111 f; c NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. _TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADS: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: 111111 I 1 1111 1 1111111111111111111111 1111111 CFN 2007R02789n2 DR Bk 25459 Ps 2909; Ups) RECORDED 03/19/2007 10:42:10 HARVEY RUVIMp CLERK OF COURT MIAMI-DADE COUNTYv FLORIDA LAST PAGE 934 NE % /Ytel,„u; _5/Ow/FL 33138 3. Owner(s) name and address: Interest in property: 93 rah ill 0- Name and address of fee simple titleholder: 4. Contractor's name and address: 9.301 O !�°, /- lo/ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and - address: N/ 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 and address: 8. In addition to himself, Owners designates the following person(s) j(o receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) ,1d 51: �rt/5 �%1,� Prepared by Sworn to and subscribed before me this 73 day of Notary Public Print Notary's Name My commission expires: 123.01 -S2 PAGE 4 1010. NOTARY AL .I.TC. OF I L©nIDA , 2001. Addr LfroCrq 2'1 cast ;1SSION DD403808 MIRES: APl{I.L 02, 200 BondedT'17ru Adanuc Bonding Co., H .r_R';' ..� i,.�. !,.G 1733 n- nnaX'r,lal�n Ph:y a +h_e on -- ct r . e . rin f src' nd' oun?; Courts i61i� 11=`1 i�e�,5 ia„, u Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing F 1� MAR 1 9 2007 BY: iLL 1�f 't -531 Mechanical Owner's Name (Fee Simple Titleholder) 3,R. i*?)..(fond .51 �4on/S Phone Owner's Address 93 st WE J Citym t O,Mi' j#So 1 S State PC- Zip 33/.38 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES County Miami -Dade Zip 33/3 9 NO If Contractor's Company Name O JL4.J /? Contractor's Address 4 3 0/ Let O t c.e City Al i);01" Qualifier Name stcax State rL Japt.0 Q t64 State Certificate or Registration No. 0a / / Architect/Engineer's Name (if applicable) Phone # 4- /0 Zip .3308 Phone# ®1"� 75 7— 2L /2.- Certificate of Competency No. $A f It Phone # Value of Work For this Permit $ �� 0 e 0 • Oo 'Square / Linear Footage Of Work: Type of Work: ['Addition Describe Work: ['Alteration ['New I Repair/Replace 55-3 0 Demolition Submittal Fee $ Permit Fee $ ) �' Notary $ Training/Education Fee $ S•S50 • Scanning $ Radon $ DPBR $ CCF $ 1 -1 "1-10 • CO /CC Technology Fee $ S . I3 Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage L er's Nannei%.plioable) Mortgage et c1er s Address., City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has . commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Agent `_ Contractor / The foregoing instrument was acknowledged before me this �± The fo w- oing instrument was acknowledged before me this ! day of f4 , 20 e7, by , day of feb , 20yr,, by l'Adhes Dbcuvre✓ , who is personally known to me or who has produced who is personally known to me or who has produced ✓'.- As identification and who did take an oath. NOTARY PUBLIC: Sign: NOTARY PL LiC,FL TE OF FT.O21 a Print: " e z icy l.. Dr 1 .'� p " /'.A 11p 9coN EsjsIo DPI ('0008 My Commission Expires: ; IR g ; APRIL 02, 2C-09 * * * * * * * * * *** *rYkka** *krti 444*4444?x^ i W4a4 44* * *Y*** *Y** * *YYY4t** ** **** * ** *srk** * *kA 14,14tkbtmr***** *fi** as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Conimiss OF norm) i� rw. gAPRiL 02 02009 Atlandc& ; ' 9 APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATI • 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 govern the minimum requirements and standards of the Industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the own r and the contractor. •The owner's initial in the adjacent box indicates that the item hes been explained. 1. Aesthetics-Workmanship: .The workmanship provisions of Chapter -15 (High Velocity Hurricane Zone) iFfOI 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. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renalled accor ance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building e. (The roof deck is usually concealed prior to removing the existing roof system). ►r� 3 Common Roofs: Common roofs are those which have no visible delineation between neighboring . units .e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner s Id 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 root dec4dng can be'- visa` gyred from -below. The owner- may wish to maintain the architectural. appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain w H and may u e Water to pond (accumulate) in low -lying areas of the root'. Ponding can be an indication of structural distress and may require, the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original r r/oot ng system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the goof is not bV oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance • the Florida Building Code, Plumbing: 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of e s ctural assembly (the building itself). The existing amount of attic. ventilation shall not be reduced. It may be beneficial tb consider additional venting which can result in extending the service life of the roof. 93 /VE Property Address Permit Number .l•� Rev:1/2OP20O5, Computer Senvkes Building Department } ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Mas Cont Job Address Iorida Building Code Edition 2004 elocity Hurricane Zone Uniform Permit Application Form. ection A (General Information) LIAR 1 9 2007 BY Process No. ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 L'7 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ®® ROOF TYPE M Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION • • ••••••• •••• • Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 4_, Total (SF) • • • : • • 3 353 •• •• ...... 3 •••••• Section B (Roof Plan) •• • • • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and lflow drab, , • •. • ▪ bf� • • Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones irld :ocatiortpt • parapets. • • •• • 15.32 •••••• •_ • • • • • • • • •••• • • •••• ••• • • • •••••• • • • ••••••• • • •••••• • • es 5 H ALL FEDERAL D REGULATIONS FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: frAvid Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations) P1: it-S4 P2: /6. ti P3: 4.72- Maximum Design Pressure (From the Produftt Approval Specific System): Steep Sloped Roof System Description Deck Type: Roof Slope: 12 Ridge Ventilation? • • • • • • • • • • • • • •• • • • • • •• •• •••• •....• .••••• •••• •••• •• • • •• Type Underlayment: r3onsrM .1\ z ZC •••• •0000• • •• •• .••.. -• -- • • • • • • • . • • • •• • Insulation: Fire Barrier: Mean Roof Height: (/ if-/A Fastener Type & Spacing: Adhesive Type: • •••• • • Type Cap Sheet: Roof Covering: Type & Size Drip \ Edge: 2 - q ' , 1534 FLORIDA BUILDING CODE — BUILDING 000000 • • ••0000 • • • 000000 •0••o • • ••.•• ..•.•• • • • •••••• • • ••00•• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 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 I or 2. Compare the values for Mr with the values from M1. 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. Method 1 "Moment Based Tile Calculati ns Per RAS 127" // yy (P1: -MrI x a a' = l O. '6) -- Mg: Vr .0 =Mr! kg/ Product Approval Mf / (P2: ft-1.(x a. .14 == ». s �J - Mg: ... 6 = Mr i (I, 1241 Product Approval Mf . c&4 V (P3 � C [ x 1 . lii 1 {i `` �- Mg: 4' ' ' = M,3/ T -$ ' Product Approval Mf t fJ' Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Description Symbol Mean Roof Height -3 Roof Slope ,I, 15' 20' 25' 30' H 40' Roof Slope 2:12 34.4 36.5 38.2 39.7 Restoring Moment due to Gravity 42.2 Product Approval 3:12 32.2 34.4 36.0 37.4 Calculated 39.8 F 4:12 30.4 32.2 33.8 35.1 W 37.3 Tile Dimensions 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 • • 7:12 24.4 25.9 27.1 28.2 • • 30.0 - • • • • _ • • •• •• • *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules e d Epe ls. • • • • • • • For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than s r •gesl ache Fr values, • for each area of the roof, then the tile attachment method is acceptable. • • • • • • • • • • • • •• (P1: (P2: (P3' Method 3 "Moment Based Tile Calculations Per RAS 127" xw:= ) -W: xw:= ) -W: xw:= ) -W: x cos 0 x cos 0 x cos 6 = Fri •••• •••••• Product Approval F' _�• • • • • = Fr, Product Approval F' _•`• • S • • = Fr3 • Product Approval F' •••• • • • •••• •••• • • • • Where to Obtain Information ••• •• Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier ). Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance MR 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. • • • •••Mh• •••MN• • ••• • ••• ••I ••� •• • oo • • • • •• • • •• • • •• •• • 11 • FLORIDA BUILDING CODE - BUILDING 15.35 MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Weigle, LLC 135 NW 20`" Street Boca Raton, FL 33431 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 ,y Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 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 de expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserve %tMfight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division t1tat this pzsoduc� 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 Hi •• •i�'eToci • Zone of the Florida Building Code. •••• • h' H�ricane DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile • •••• • • ♦••• • •••• •• •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, • • • • • • • following statement: "Miami -Dade County Product Control Approved ", unless otherwise oted h n and, • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no'.: change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 • • • • • • • 000000 • •• • 000000 • •••••• • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing iles Concrete 1. SCOPE This renews a system using Monier L manufactured Monier Lifetile LLC and locations where the pressure requiremen exceed the design pressure values obtain values listed in section 4 herein. The a system. 2. PRODUCT DESCRIPTION Manufactured by A.221icant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Dimensions fetile Atlantis Shake & Slate Concrete Roof Tile, as scribed in Section. 2 of this Notice of Acceptance. For s, as determined by applicable Building Code does not d by calculations in compliance with RAS 127 using the chment calculations shall be done as a moment based est cations 1 =15" P w = 10 3/8" 1 '/" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. P Test Identifi 7161 -03 Appendix 94 -060A 94 -084 Product Description •••• 112 Flat, • interlocking, high pressure extruded • • • • •' • concrete shake and slate roof ti equipped' • with two nail holes. For direet t'i$et, mortar •• • or adhesive set applications. " "• 112 Accessory trim, concrete root i; s for use • • at hips, rakes, ridges and valle. trj inatioll.• • • • Manufactured for each tile prof fie! • •••• • • • • • ••••• • • 25- 7094 -2 25- 7094 -8 25- 7094 -5 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) • • • • ••• • • • ••• • Date ' • • •••• Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 • •• •••••• • • •••••• • • ••••• • • •••••• • • • •••••• • • • • Test Agency The Center for Applied • Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Iden ii Der Test Name/Report Date 25 -7183 6 25 -7183 5 25- 72141 25 -7214 7161 -0 Appendix It Letter Dated Au;. 1, 1994 P0631 -0 P0402 Project No. 3 1 7025 Test #MDC 77 224 -4709 520109 -1 520111 520191 -1 Calculatio s Calculatio s Calculatio s Calculatio s Calculatio Calculation Calculation Calculation Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing July 192,4 ..• PA 108 (Mortar Set) Withdrawal. Resistance Testily... Sept. 1'93 • • of screw vs. smooth shank naj1g • Wind Driven Rain • • •.Qct. 1294 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 • • • • • AI • PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 • • • •• •••• • •: • Seept. 199.4 • .' •• •• • �'•�%ec.1998.•. • March 145••• 19 • • • • e•• • •• • • • March 1999 Sept. 1999 February 1996 April 1996 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System December 1996 March 1995 April 1999 April 1999 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3 of 6 • • • •••••• • • • • • • ..••. 000000 • •• 000000 • • .. • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 146. 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 undcrlayment material manufacturers published literature. 3:6 This acceptance is for wood dec c applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119,xid RAS 120. 4.2 Data For Attachment Calculations ▪ • Table 1: Average Weight (W) and Dimensions (1 x w Tile Profile • • • • • •• • •••••• • Monier Lifetile Atlantis Shake & Slate Tile Weigit-W (lbf) Length -I (ft) 8.5 1.25 •••••• • • • • • • • •••••• • • • • • • • •1100• • • • . • • ... • • • • • J VIdth -w (ft,)• • • • 1.11 • •• 0• • • • • • • • • • • •1••• ••0••• • • • • • • • •••• •1••1• • • • • • ••• • • • • Table 2: Aerodynamic Multipliers - X (ft3) Tile (ft3) Profile Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Table 3: Restoring Moments due to Gravi 3 ":12" 4": 12" Direct Deck 6.0 Direct Deck 5.9 ty - Mfl (ft-lbf) 5 " :12" 6" :12`- 7 ":12" or greater Direct Deck Direct Deck DirectDeck 5.8 5.6 5.5 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 •• Table 4: Attachment Resist Tile Profile Monier Lifetile Atlantis Shake & Slate Tile for Fastener Type 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nall (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 2 -10d Rin Shank Nails' Installation with a 4" tile headla and fasterners Table 5: Attachment Resista for Two Patty Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 2 See manufactures component approval for insta 3 Flexible Products Company TileBond Average wi Polyfoam Product, Inc. Average weight per patty Table 5A: Attachment Resista Tile Profile for Single Pa Monier Lifetile Atlantis Shake & Slate Tile 4 Large paddy placement of 45 grams of PolyPro 5 Medium paddy placement of 24 grams of PolyPrc Table 5B: Attachment Resista for Mortar or Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Ince Expressed as a Moment - Mf (ft-Ibf) ail -On Systems Direct Deck D Direct Deck B Battens 30.9 3 38.1 1 17.2 7.3 9 9.8 4 4.9 14.0 1 18.8 7 7.4 30.8 3 30.8 1 18.2 51.7 5 51.7 2 24.4 24.3 2 24.3 2 24.2 19.0 1 19.0 2 22.1 35.5 3 35.5 3 34.8 31.9 3 31.9 3 32.2 • .••• • 50.3 65.5 • ..' • � 48.3 • are located a min. of 2%a" from head of tile. • • •' • • •• • •••• • • i nce Expressed as a Moment Mf (ft -1bt)" • • Adhesive Set Systems ••••• • • ••••• • •••• Tile Application M Minimu p •- m.�ttachment • Resistance •:::: NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 5. LABELING All tiles shall bear the imprint or idhntifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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 DRAWINGS B.. x...1112" WRTERLOCK `•,. 16YSa OVERLAY ,. 1111.. 1 1(8,1 st MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • • ••• •• • 1111•. • •••••• •••• • • •••• 000000 • • •• •• 000000 • • • • • • • • • •• • •••• • ••••• • • •• • • • •• •• •• • • • • • • •• •••• • • •••• • •••• • • •••• ••• • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 000000 •• • 000000 • • 1111•• • • •.••• • • •.••. ••• 1.1 • •• •• .•.• • • 1.111• • • MIA M !DADE MIN BUILDING CODE COMPLIANCE OFFICE B PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Poi foam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the apph c , ble rules and regulations governing the use of construction materials. The documentation submitted has been re\ 'ewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami D de County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expi : tion date stated below. The BCCO (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade Co ty) reserve the right to have this product or material tested for quality assurance purposes. If this product or mate al fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ ay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO ; serves the right to revoke this acceptance, if it is delW.rned by BCCO that this product or material fails to meet th requirements of the applicable buildin code. .... building • This product is approved as described herd , and has been designed to comply wir ....•. • •• •• hg�iigh '4eioonly Hurl'i�!�ne • Zone of the Florida Building Code. • • • • CO) 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 DESCRIPTION: Polypro® AH160 • •••• • • RENEWAL of this NOA shall be consid- ed after a renewal application has been f�1e'nd there ht1S been no • •• • change in the applicable building code neg. tiveiy affecting the performance of thisjrpjlyi €t. • • • TERMINATION of this NOA will occur . fter the expiration date or if there has been a evision o'r change iQ'iCi�': materials, use, and/or manufacture of the pr duct or process. Misuse of this NOA as at en iorsenient�,f'„any product, for sales, advertising or any other .urposes 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 receded 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 . b 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 J rge 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: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locstions where the design pressure requirements, as determined by applicable building code, does not exceec the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, Iow, 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: Pr— °-- duct Dimensions Test Product Description Polypro® AH160 Specitications N/A TAS 101 Two component polyurethane foam Foarnpro® RTF1000 adhesive N/A Dispensing Equipment • "' • • •••• •••• •• • • ProPack® 30 & 100 N/A Dispensing EquipYxteflt : • • • ••••.• ..••.. •• •• PRODUCTS MANUFACTURED BY nTUFnc. • ..•.•. • •• • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a cu e • NOA w •• • ..... • • • list moment resistance values with the use D Polypro • ••• •t AH160 roof the adhesive. ...... PHYSICAL PROPERTIES: • • • • •.•. • • • •.•.•. • • • • Pr rt o e •.•• • ••• • Test Results • • • Density ASTM D 1622 1.6 lbs. /ft.' Compressive Strength ASTV D 1621 18 PSI Parallel to rise Tensile Strength 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change ° g @ -40° F., 2 weeks +6.0% Volume Change @.158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 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 2of7 • EVIDENCE SUBMITTED: TesLA ency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Te t Identifier #94 -060 2 7818 -1PA 5- 7438 -3 5-7438-4 5- 7438 -7 25 -7492 - 589 -631 01 01 -6 7 637 -92 6743 -011 39- 062b[1] 0.02.96 -1 5 X8454 -2 -1 528454 -9-1 52 5 5 { 5 LIMITATXONS: 1. Fire classification is not part of this a rating. Polypro® AI-1160 shall solely be used 3- Minimum underlayment shall be in cot 4. Roof Tile manufactures acquiring acc their tile assemblies shall test in accor 5. Roof Tile manufactures acquiring acc their tile assemblies shall test in accord, F'. W F'= • 2 MS 454 -10 -1 0109 -1 0109 -2 0109 -3 0109 -6 0109 -7 0191 -1 109 -2 -1 Test Narne /Re ort TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 • • .• • •• • ,,..0• • •00.00 ••• • • •••• 11/16/94 01/16/95 03/14/96 10/23/98 •••• • • •••• 1208/08: .. •• • •• • • • • • •• •••• ..•..' 03/0144• • ....•o • • 6 •••• • • • • • • • • • • • •• • •••• •••* • • • eptance. Refer to the Prepared Roof Tile Assembly for fire ith flat, low, & high tile profiles. pliance with the Roofing Application Standard RAS 120. tance for the use of Polypro® AH160 roof tile adhesive with nce with TAS 101. tancc for the use of HANDI -STICK roof tile adhesive with nce 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 3of7 0000•• • • • 00.00• • • • • •000• • • 0000• 0.000. • • • 00.00• • • 0000.. • • INSTALLATION: I. Polypro® AH160 may be used wit resistance values with the use of P 2. Polypro® AH160 shall be applied corresponding Placement Details n. the use of Polypro® AH1 60 shall .r based system, to meet or exceed th County Roofing Application Stand tile assembly NOA 3. Polypro® AH160 roof tile adhesiv. Roofing Application Standard RAS Instruction and Maintenance Bookl .4. Installation must be by a Factory Ti Products, Inc. Polyfoam Products It having jurisdiction. 5. Calibration of the Foampro® dispe The mix ratio between the "A" com 1.15 (A): 1.0 (B). The dispense tim determined at calibration. No other 6. Polypro® AH160 shall be applied w equipment only. 7. Polypro® AH160 shall not be expos 8. Tiles must be adhered in freshly app Polypro® AHI60 has been dispense Polypro® AH160 placement and mi Details' herein. Each generic tile pro Table 1: Adhesive P1 Tile Profile 1 1 9. any roof tile assembly having a current NOA that lists uplift ro® AH160. compliance with the Component Application section and the ed herein. The roof tile assembly's adhesive attachment with vide sufficient attachment resistance, expressed as an uplift uplift resistance determined in compliance with Miami -Dade ds RAS 127. The adhesive attachment data is noted in the roof nd its components shall be installed in accordance with 20, and Polyfoam Products, Inc. Polypro® AH160 Operating ned'Qualified Applicator' approved and licensed by Polyfoam c. shall supply a list of approved applicators to the authority sing equipment is required before application of any adhesive. bnent and the "B" component shall be maintained between 1.0- t shall be set to deliver 0.0175 to 0.15 pounds per tile as ettings shall be approved. 'th Foampro RTF1000 or ProPack® 30 & 100 dispensi • • • •••• • d permanently to sunlight. • • • • • • ii °d adhesive. Tile must be set within 2 tc1.3 �riinutes after. • 11 Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles LABELING: All Polypro® AH160 containers shall c BUILDING PERMIT REQUIREME As required by the Building Official or appli installation of this system. Pla D t.muni patty weight shall he in accordan0 VI. the Ila&tiverit le requires the specific placement noted i1e ilt • ••• • • • •• •••• cement For Each Generic Tile Prei le • • • ement tail Single Paddy Weight Min. rams) 35 17 /side on cap an 34 /pan 24 Two Paddy Wei 'f per Paddy Miff • • (: ams) N/A N/A N/A ply with the Standard Conditions listed herein. TS: able building code in order to properly evaluate the • • • 1 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 •••••• • • • 000000 • • 000000 • • to 00000 • 00000 •••••• • • • ••••*• • • • • Nat through plastic cement Underleynuerd ADHES VE PLACEMENT DETAIL 1 SINGLE PATTY 10 Ind Eave Course Eave Closure Nail through plastic cement Undmtoyment Eave Course Nail through plastic convent � N,}11 41411/ f 24.S Undorlayment i 101n Paddy (Beneath Tte) Eave Course Eave course only: Keep adhesive approx. 4 in. up from weepholes Fascia Weephola Eave closure Drip edge 1) Place enough adhesive to achieve 11 to 23 square inches in contact with the pan tile 2) Turn covers upside down. Place adheshte 112 in. To 1 tn. From outside edge of cover tie. Then install the tile. Optional 2x4 s for steep pitch applications ,tIAIIUrfttitjtypiasfc com�ni a •• • • • • • ee •• 10 In. Underlayment • • •• • ee ••• • • • ••• • •••• • Eave course only: Keep adhesive approx. 4 in, up from weepholes •••• • • • •••• • top politer' of the eave course cover tile. Abut to second course of pen tiles. Ensure eave end of pan and cover tiles ere flush at cave line, Pave closure (mortar shown) Weophole Fascia Bo:r Optional Point -up Mortar on longtudinal edges of file NOA No.: 06- 0201.02 Expiration Date: i5 /10/11. Approval Date: 04/13/06 Page Sof7 ADH , IVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Underiayment Paddy (Be Nail through plastic cement Paddy (Beneath Tile) Eave Course Eave Closure Eave Course Nail through plastic c Underayment Eave C •• • ••• •••• • • • • 00000 • • • • • • •• • • •• • • ••• • • •• •• • • 0000. •0000 • • ••••o• •••• • • • • 0000 •0000• • • • • • •••• •••••• • • ••• • • • NOR. No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6of7