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RF-07-1956Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/21/2007 Inspector. Grande, Claudio Owner: ASHCRAFT, SHERI Job Address: 307 99 Street NE Miami Shores, FL 33138 -2436 C.L Project: <NONE> Block: Contractor: ANGELL ROOFING Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number Parcel Number 1132060135480 Lot: Phone: 305 -324 -1166 Building Department Comments LEAK REPAIR (TILE ROOF) REPLACING TILES APPROX. 10 �✓ L Passed Inspector Comments cc Get zejd0 /Q-4-e' Xe,urt? / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, November 20, 2007 Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST JJINSPECTIOONN PERMIT NO. `� " M 3 TAX FOLIO NO.I/ -,W 06 oi' - 540 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 2007R0923387 OR Bk 25935 Ps 3837; (ias) RECORDED 09/19/2007 11:1322 HARVEY RUVIN: CLERK OF COURT MIAIMI -DADE COUNTY: FLORIDA LAST PAGE 1. Legal description of property and street/address: i ©7 HE ` 9 J thorn, ..('`i o rf S. Fl . 33132 2. Description of improvement: Interest in property /I/ A- P AA; skoree Name and address of fee simple titleholder: f\/A 4. Contractor's name and address: 3 LIS opffa9 >' NW 7h A V-61)11-0 ram r, Ft. 33/26 5. Surety:. bond r quired by owner from contractor, ,arty ,F F1.O:W)A, ;OUNIT? OF fADE Name and address: 1 Amount of bond $ 6. Lender's name and address: 1 HE E,?Y r: X71 FY ttIS i> ;, 9a2,' of the c K Ry 7. Persons within the state of Florida designated by Owner upon whom notices or o provided by Section 713.13( (a)7., Florida Statutes, Name and address: ti A documents may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Fli a- Statutes. Name and address: / 9. Expiration date of this Notice Commencement: (the expiration date is 1 year from the date of recording unless a different d is specified) AI A 19 g,4 Pr Prepared by 4/00/0 (if A14 q Nw h ,-v e -------------__ oti;RY � SHUMINTRATA D. BUZZANEU. Addy e Ft. 33136 fa rn' f tit � ss Notary Public . State of Flodda laflrl fx•�I '��`vS� , ' nu a Bonded By Natlaai Notary Assn. • My 12101.52 PAGE 4 12/05 • uiu .:•n . �,� ,___.. 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 2001 Permit No. Master Permit No. MOT:07R SEP 1 7 2001 B Y Permit Type (circle): Building Electrical Plumbing Mechanical Roofing P 3 n O P 574--- 3 ?taV Tenant/Lessee Name Phone # Job Address (where the work is being done) .J ©1 iv E 9g-ill Ihri4 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO IL,,------- Contractor's Company Name Viig 7d/ f fi2ofi/9 cl Contractor's A ess 7 i•p i iI 1 A V la/ City �'2 Qualifier C hod %� G r f f Zip 33/3'' .3K*2,3-61,1, Phone # 32 /f6 6 Ev f Orn i State H. Zip / State Certificate or Registration No. ( 18& Certificate of Competency No. Phone # AVA- Square Footage Of Work: 0t/) x . ID H Architect/Engineer's Name (if applicable) iNi / A $ Value of Work For this Permit I750i'0 Type of Work: DAddition DA-Iteration ' Describe Work: Oa! ke /r irellttplac,e 0 Demolition * * * * * * * * * * * * * * * ** * * * * * * * * * ** ms** * * * * * * * *a'e * * * * * * * * ** * * * * * * * ** // Submittal Fee $ Permit Fee $ V CCF $ • (00 CO /CC. Notary $ Training/Education Fee $ 02O Technology Fee $ 2, � Scanning $ .l.JI�J Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Revie Total Fee Now Due $ (00 (Continued on opposite side) SEP 1 9 2007 MIAMI SHORES VILLAGE Bonding Company's Name (if applicable) a 4 Bonding Company's Address NA ,, City NA State AV Zip 11�' Mortgage Lender's Name (if applic le) i\i/A Mortgage Lender's Address Ai 4 City 6Vf A 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 ence , ,'uch posted notice, the inspection will not be approved and a reinspection fee will be charged a0(t Sigture Git Owrrs+r re• ....w.On.!4 Irl Ar•1!ty Id1• -ArNrit%•I11161t ,V11%: I Signature n .CS The fore q Sheri e- As , day of , @ai •ae F1G IY. AAA•�Il:rTA'I^i7°7TA.°R^x:','.. g'i N dG FL Dr• wh1_' p Alarific ati�tn and whn X1;.1 t 1< t1. i(�� ac oin_ in A lent w. ''cknowledged before me this e or who has produced atOlifildSwkke an oath. :Commission #0D591727 Expires; SEP. 04, 2010 EON N ()TAM :corn A NOTARY PUB Sign: S SHUMINT ELL Prin Notary Public . State of Florida Canrrdssion Expires Apr 26, 2010 My Commission Expires:;11 ; 10 * ** 1 INADQtl�Ada ** * * * * * * * * * * * * * * * * * * * * * ** *,tom' ** * * * * * * * * * * * * * * ** Bonded By National Notary Assn. * * * * * * * * * * * * * * * * * * * * * * ** ************* *** * * ** * ********** ***** *** ***** APPLICATION APPROVED BY: Chc 05/13/03 ************** * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** Plans Examiner Engineer Zoning ROOF:ASSEMBUES AND ROOFTOP STRUCTURES EP 2001 BY Master Peti Contractor Job Addrres Florida Building Code Editi High- Velocity Hurricane Zone Uniform Permit BLDG DEPT In piiiiiiiccwwACOMPLIAN E WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Section A (General Information ❑ Asphaltic Shingles ❑ New Roof Low Slope oof Area (SD Process No. OOFinQ SH'eet - MI0nn1 ShoreS,FL. •3I32 HOOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ROOF SYSTEM INFORMATION ❑ Reroofing Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes Repair ❑ Maintenance Steep Sloped Roof Area (SF) Qppx10FtOFfepJir Section B (Roof Plan) Total (SF) aWA 10F• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. 15.32 • • 0\ • • ••` • • • . • s • r(\ ••• • • • •••• • •• • •••• • • •••• ••• • • • •• FLORIDA BUILDING CODE — BUILDING •••••• • • • 0.000• •••••• • • ••••• • • • •••••• • • •••••• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Penult Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: IVi Dm' isrehkkq Notice of Acceptance Number: pt. fl � Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 151: _41.6 P2: 100-b P3: - 100.0 Maximum Design Pressure (From the Pro uct Approval Specific System): R f Slope: " _: 12 Steep Sloped Roof System Description Deck Type: Type Underlayment: Insulation: au �i x o Piwvoodr Ridgelli/entilation? 0 I\ST M Ft I T \ Fire Barrier: \ Fastener Type & Spacing: Mean Roof Height: 1L6 \\ Adhesive Type: \ Type Cap Sheet: \ Roof Covering: \Type & Size Drip Edge: • • • •• .. • • •••• • • •.•• • • • • • • • •• /� _{-- Q0* 0 4S rpI: leI I .... net 4Ha s'5 e' nO tt i it •.. • .. .• • • • 15.34 FLORIDA BUILDING CODE -- BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High-Velocity Hurricane Zone Uniform Penult Application Form. Section E (isle Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. yy� ``j ethod t1 r" Moment Based The Calculations Per RAS 127" (Pl:-`t1•U'xa,•�1 =-I1^l1)- Mg:1).V = Mr15.4K. Product Approval M .dI 3 (P2: yt(V►V=V xX' 4 . ®�• -Mg: b.0 =M� .1�Q ProductApprovalMo1'3 (P3: 1 Q � • b x l • �� _ 'I • Mg. 6.0 =Mrs 1 t .14 Approval Mf 51.3 • Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* R� Root ,I, 15' 15' 20' 25' 30' 40' 2:12 34.4 38.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37,3 5:12 28.4 30.1 31.8 32.8 34.9 6:12 28.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 •Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F'values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based The Calculations Per RAS 127" (Pl: x L = x w: = __J • W: x cos 8 = Fri Product Approval F' (P2: x L x w: _ - W: x cos 0 = Fr2 Product Approval F' Product Approval F' (P3: x = xw: =_) -W: x cos0 =Fr3 •••• • •• •• • • ••• Where to Obtain information • • • • • • • • Description Symbol Where to find •• • o • • • • • • Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based oft AiC 4l• Mean Roof Height H Job Site •••• • •••• • • i Roof Slope 0 Job Site • • t Aerodynamic Multiplier Z Product Approval • •• •• Restoring Moment due to Gravity MB product Approval 000000 • • • • • • • • Attachment Resistance Mf Product Approval • • • • • • • Required Moment Resistance Ms Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Pr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations mast be submitted to the building official at the time of permit application. • • •••• • • • • •• • ••• • •• • • • • • •• •t FLORIDA BUILDING CODE - BUILDING 15.35 • • • o ••• • • • ••• • ••• • 000 • • o • • •• • • SECOON 1121 NISH Vlig,4GITY HURRICANE ZON@® REQUIRED OW$D18 NOTIFICATION ICATION FOR ROOFING CONSSDERAYIOtr 15Z4h1 As it pertains to this wagon. It le the rvnponsib boy of use rooting contractor to provide tow owner with the required =NM permA and to explain to the owner the content of this s+ n.. The provisions of Veer 15 of the Florida among Cods, 81iIding govern the m rdmu a nMen and atandwds d the industry fat roar* ea t installabone The owners box i taut item has�e> ed• - r 1. Aeslhettee- Vvorlaeanahipa The workmanship provisions of Chapter 15 (Nigh Velocity Humane Zone) era for the purpose of providing that the 10011111 System meets the wind t+ialstra as road water *buskin performance aaandards. Aesthetics (appearance) t6euas are not a considstetion . wllh respect .* workmanship Aesthaticisa ue s such as cobs or etchitssitura I appearance, that are not pert of a boning cods, should be oddreesdd as pert of the agreement between tha owner and the contactor. ti . Renate: Wood tom: When replacing roofing, the existing Huood Zones) the a; to he ramified in accondanca wih the our provisions of Chapter 16 (High Velocity Code. ((The roof deck is uawafy coneaentedd prior to removing the existing root stfikm). 5 %* 3. Carman Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). In buildings with common tools. the rooting contractor endtor owner should notify the ocoupards of adjaex nt wets of roofing we* to be performed. g6"4' Ekpoeed CAMP: Freed, open beam tai : are where. Ms underside of the roof dellne can be item beige. The owner truly wish to maintain = srohltevturel ,eppeaifenae. therelbre, rooting nag penetrations of the underside of the deddng may rat be aooepedrle. The Florida •Building Code piovides the colon of rrralnlaininli thre aim. S � J. Pending Water; The anent roof system and/or deck of Me building may not drain web end may cause water to pond (accumulate) In kw-lying arm of tho toot Pending am be am lndlostion of structural dtmUees and may require the review of a pr tonal structural engineer. Pandit+$ may $horter1 • expectocy and performance of Pat► new Ming widen. Pondlnp canditions may not be Wide tt until) they, hnel .... s • =Ana Osten le removed. Ponce conditions should be corrected. • • • • • •• • • •••° • . 4 5. Ovaflow. ewuppers (waU outlets): it • required that rainwater. flaw off ab° Mir the ro& not , ... • overloaded from a build up of water. Perimeter /edge wsHs or tamer roof execoslons met° this diechar a If °°°°° overflow scuppers (wall cutlets) em not provided. it may be necessary to betel) 0NwfiaW WOW M effiglaWne .... • • with the Florida Meg Code. Plumbing. .••• • �f. Ventilations Most roof structures should have some qty to vont natural airflow .............. ir s true inte r 01 • ai watural oseembhr (the bulking Itself). 'the Ong amount of *So ventilation shalt 'tootle tetttroad. tt malty be •••• ° ..... bensheial to consider edditiontd venting with can result In ectendireg the sovi t, Ws of aeon • • • • • • 0000•• 30- C.- s°7∎' Rope* adages •• •• •• MM I� DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Monier Lifetile, LLC 135 NW 20th Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control 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 the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate 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 bed n no change in the applicable building code negatively affecting the performance of this product. • • o • • . •' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or c1 ig in the " materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of anjr % • • • • • • product, for sales, advertising or any other purposes shall automatically terminate this NOlt.•Pd'ilure toiloomply • 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, ofidae and followed wed by the expiration date may be displayed in advertising literature. If any portion of the NOA isdi played, then'it shall be done in its entirety. • •••• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactukr er tts dis to �s 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- 121±08 Expiration Date: 12/16/07 Approval Date: 01109/03 Page 1 of 6 • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Apulicant Dimensions Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 1 =15" w = 10 3 /g" 11/4" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Aeencv 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. Test Spedfications PA 112 PA 112 Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report • • • Static Uplift Testing • • • • • Dec.: 1991, PA 102 & PA 102(A) • •• • Static Uplift Testing Marc1, 199.4 PA 101 (Mortar Set) • :••• • May199'4" (Adhesive Set) • • • • S t a t i c Uplift Testing ...e ' Oct. 1994•• PA 102 (4" Headlap, Nails, Direct Dick: .' • New Construction) • • Static Uplift Testing • • • Oct. 1994 . PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroot) • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 Test Aiency 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 Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test Name/Report Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail-On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 •.. • Aerodynamic Multiplier • Marc lu 1994 Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 • • • • .. •• • • • • • ••• .. Sept. 1999 • • • • • •February1+996 •••• • 0•••••Apri11916: ...••• • • • • Deceptlter• • • • • • • • ... • • • • • •. 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 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 • • • • • • • • • • 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 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. 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, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 • 0.865 •.. • Table 2: Aerodynamic Multipliers - X (ft3) • ••• Tile A. (ft3) •• • • • • --• Profile Direct Deck Applic$[oq, • Monier Lifetile Atlantis Shake & Slate Tile 0.24 •••• • • • •.• . . • Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf) • • • • Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" :":'":12" _" gg • greater...' Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck • • • • E rectDeck ■ 6.0 5.9 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 • • • 000000 • • •• • • • • Table 4: Tile Profile - Mi (ft -Ibf) Attachment Resistance Expressed as a Moment for Na II -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Ufetile Atlantis Shake & Slate Tile Adhesive 31.3y 2 See manufactures component approval for installation requirements. •••• ' 3 Flexible Products Company TIIeBond Average weight per patty 13.9 grams. • ' •••• Polyfoam Product, Inc. Average weight per patty 8 grams. • _ • • . • • • • •. • Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - Maft) • ive AdhesSet Systems •••• • - .. • . Tile Profile Tile Application Minimum•Attachihient Rdifitance••••.7 • • 110.94 • Monier Lifetile Atlantis Shake & Slate Tile PolyPrond PolyProT"" : W •4f1•4 4 Large paddy placement of 45 grams of PolyPro'". • • •••• 1 5 Medium paddy placement of 24 grams of PolyPro '. , • • • -- • -- • '.: Table 5B: Attachment Resistance Expressed as a Moment - Mr(ft -lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Sets 39.0 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 identifiable 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 „Tyr r. .::`.. ! • '• ,. ~ . ^...... . gyp' •yti.r�w'+... "�.y h.''••. ���•ti 181I�•„ 1• e9 ter- .�� 11/2n MEMO( • .+ 10 FV1 . % MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE •••• • • • • •••• • • • • •• •• • • • • •••• • • •••• • • •••• • • •• •• • • • .•• • • • .• • • • • • • • • • • • • • • •••• • • • • • • • ▪ • • •• • ••.• • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) lolgaam-- Prodsrts . 1(1745 Boudreaux - Road -, Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been. reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:'Polygrct ®AH160 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 chains in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of• }‘. • product, for sales, advertising or any other purposes shall automatically terminate this NOk Jailrre to comply with any section of this NOA shall be cause for termination and removal of NOA. • • • •••• • e • • :.•. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida and frilp e.1t by • the expiration date may be displayed in advertising literature. If any portion of the NOA isdiiaplayed, then it shall be done in its entirety. • • • • • • •• •• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactuVbY i s distributors and shall be available for inspection at the job site at the request of the Building Official. • • • • • •••• • • • • •.•• • •• • • • This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05t10/1 Approval Date: 04143/06 Pagel -of 7- • • • • • • • • • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Contcnt Note: Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 1.61bs. /ft.' 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 @ -4Q • F„ 1z weeks +6.0% Volume Change @158°x'., i0O% Humidity, 2 weeks 86% • Results • • • • • •• • • 9000 • • •u • • • •• • • • • • • • ••• • •. • • • • •• 0800 • • •000 ••• • • • •0 The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 2 of 7 • • 0000 • • • 919.0• • • • • 0.111 • • • • • •1•o•• • • EVIDENCE SUBMITTED: Test A ency — .—_��. Test Identifier Test Name/Report Date Center for Applied Engineering 1/94 -060 TAS 101 04/08/94 257818 -1 PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 Polymers Division 02/01/94 Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Amenity for r ' • • • rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. .` • • • • •••• • • • • • •••• • • 3. Minimum underlayment shall be in compliance with the Roofing Application Stailtra 12AS 120. • • 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AII160 roof tfe adhesive • • • 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 NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 • • • INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of PoIypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AHI 60 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and Iicensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® A11160 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 Flat, Low, High Profiles Placement Detail #1 High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles #2 Single Paddy Weight Min. (grams) 35 Two Paddy Weight per paddy Min. .•••'. 17 /side on cap and 34 /pan (gray%) IVA• 24 #3 LABELING: •••• •••• • •• • • • • • • • • ••• • • • •• • • • • ••••• • All Polypro® AH 160 containers shall comply with the Standard Conditions listed het�e• • • • • • .• ... • BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • • ••.••. • • • • • • • • Nail through plastic cement ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Underlayment 1) Place enough adhesive to ar Mere 1T to 23 Oplf(aal2>r4..s for square inches in contact with the pantile \ "'appafcatbns 2) Tum covers upside down. Place adhesive 1/21n. To 1 in. From outside edge of cover tile. Then install theh'je. Undlerlayment Nail through plash cement Rem top portion of the eave course cover tile. Abet to second course of pan tiles. Ensure eave end of pan and cover Wes are flush at eave tine. Eave closure (mortar shown) Weephole Fascia Bo • • •••• • •• • Shading •••• Opboaal • • • Po1nt pMjjta• trial on odgeslengfttilllee • to • •••+ • • •• •• • ••• • • • •• • • • • • • •••• + • • • • • • • • ••••• • • • • • • • • • •••• •••••• • • • • • •• • ••• • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • • 000000 • • • • • 0 • • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) I x3in. Single paddy on under - layment Single paddy under tile Single Paddy on top of the 4. // Eave Course 2 in. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement Underlayment 1 Single paddy on under - layment Single paddy under tile Single paddy between tile 21n. x 7 in. medium size paddy eave course only 3 in. x 3 in. 4 in. Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic cement Single paddy between tile 1 -4 in. x3in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE • • • • • •• • • •••• • • • • •••• • •• • • • •••• • • • •••• • ••• • • • • • •• •• •• • • • • •••• • • • • • • •••• • • • • ••• • •• • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • • • •••••• • • • • • • • • • • • • •