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RF-10-1696Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 20 City: Miami Shores County: Miami Dade Address: 7 $' & cr 5 rp City: / 7 � State: ��• Type of Work: °Address °Alteration Description 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 State: °New Permit No. i F 7 f0 Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder):! aj y ie7AfE/ /e) Phone #: 3O5 9r -4 9P? Address: City: / /fH% , Sf/tte � Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: ee 00 Al �-� / 01 - 5T Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: & !J / ic�( dN ( rn Phone #: 305 409 76 Zip: Qualifier Name: / j9?L T /JV c},e / State Certification or Registration #: GGG 06717, Certificate of Competency #: Contact Phone #: 3 os 9- 57,3 Email Address: DESIGNER: Architect/Engineer: Phone #: Phone #: Value of Work for this Permit: $ ° Square/Linear Footage of Work: °Repair/Replace °Demolition G f2 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: **** a*** * *** ***** **** *** ** *rew *Q ******* Feesda*w* *a ********* ** * * * ****** *ee *** *** ***** ** Submittal Fee $ Permit Fee $ J v CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address ,s City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the bsence of such posted notice, the inspection will no b,= ' ppr. ed and a reinspection fee will be char: ed. Owner or Age /I ntractor The foregoing instrument was acknowle decd . e,• • m� l is (S The foregoing inst ment was a' knowledged before me this IC day of OC �,20(i,by 2P.7)? /y L who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6 /4/10) Signature day of (DC-A 10 ,' AMR/2W , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print:a My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** - " * * * * * * * * * * **+Y************ + ** *** N MAY********** ****************** ********* APPROVED BY e.. : / / e:` � CV Plans Examiner Zoning Structural Review Clerk Inspection Number: INSP - 152683 Permit Number: RF -9 -10 -1696 Scheduled Inspection Date: October 29, 2010 Inspector: Bruhn, Norman Owner: MARINELLO, GENEVIEVE Job Address: 600 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BUILDING UNLIMITED Building Department Comments re roof flat & tile colot thru Passed f - Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 28, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 151600. For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060172131 Phone: (305)278 -8188 Page 5 of 6 Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: iName : 4W 1 /kW / ( % 6 ! A / - Permit # ' 4 G Install Date • J '?X Approx. Height Floor: 2. Scaffolds: Ladder: / Slope: 3 = /Z Test date • /o - 21-7?) "2® ha Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 U plift Pu l Test, (F or 1 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 UpFift Test (Po; 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. s .. . FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB wootruossovimos.frentosAtios A 1,. to/ 57 &&IL /4)4 moo ki re) - To 4,u St FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07 -0612.11- State of Florida CA # 27273 SITE SPECIFIC INFORMATION N2 2040 TEST RESULTS P= PASS,F =FAIL Job Address: Contractor: Other. Sketch of Roof ( 06- I e 5 - k4d M? iJ 775 ■ ■ ■ ■■■ ■■ ■11111111■ ■■ ■11■ ■11111 ■11 ■1■ ■■ ■1 ■11 ■■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■1 ■■■111■■■ ■ ■1 ■11 ••■ ■v1■ ■11■■■■ ■■■■■■■■■ ■■■■ ■ ■ ■11■ ■■■1■ ■11■ ■ ■1■■■■■ ■ ■11■■■ 1111 ■ ■ ■ ■ ■ ■1 ■■ ■1111 ■■ ■■ ■11■■■■11111■ ■11■■ ■■ ■■ ■1111 ■■■■■■■■■ ■■■ ■■11■1■111■11■■■■■■■■■■■■■■■ ■■■ ■■■■■■■■■■■■ 11■■■■■ ■ ■ ■ ■■ ■!Ahi■■■ ■!1■■■■■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■]■MAIM MIIIl ■ ■ ■11■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■irR ■■ Fi ■ ■1111■■■■■■■ ■ ■■■■111111■ ■ ■1■1■11■ ■■■�►�■■��, 11■■■■ ■■■1111■ ■11■ ■■■■ ■1■■ ■EC' ■■\•■■11 ■11■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■ ■■■■1■]■11■■t ■1 ■ ■ ■11 ■ ■ ■11 ■11■■ ■ ■ ■ ■ ■ ■ ■ ■ ■1 ■i1 ■ ■ ■ ■■ 1111 ■I ■ ■1�� ■iii ■F ■1111 ■ ■ ■ ■ ■ ■1■ ■ ■ ■ ■ ■ ■ ■ ■■1 ■■ ■ ■ ■ ■ ■■ ■1111 ■10rl1MM■1i11■■■■!P■■ 1111■1111■ ■ ■ ■ ■■■ 1111 ■■ ■ ■ ■ ■ ■1 MINIVALJ ■ ■11■■11■■■■■ ■■ ■ ■ ■ ■ ■■1■ ■11 ■ ■11 ■ ■1 ■ ■1 \11 ■ ■i11! ■1 ■/110111111111111■ 1111 ■ ■ ■ ■ ■ ■1 ■ ■ ■ ■1■ ■1111 ■ ■ ■ ■� �� ■ ■ : �' ■ ■ ■ ■ ■ ■ ■■ 1111 ■■ ■1111■ ■■ , 1111�11•��■ ■■11■■■■■■ ■ ■11111111■ ■1111111■ ■1 ■1 ■11■11■ ■r V ■■■11■■■■ ■■■■ ■■11■■■■1111 ■N1■ II ■1■IIIM■f INIM■11 ■■■11111■■ ■ ■■1111■ ■ ■ ■ ■11AM ■■ lLiMINI 1M111! •1111■ ■ ■ ■ ■ ■11 1111 ■ ■ ■ ■ ■ ■■■r ■ ■ ■■■ ■ ■ ■11 ■�[C� -' �11r1LJ1111 ■ ■ ■ ■ ■ ■ ■■ ■■ ■■■■■■ 111111 ■ ■1111 ■i 11■14k.11111111111111 ■■11■■ ■11■■ ■ ■11■21 11■P i■i■11= 11E111■►V!M11 ■11■■■■■■■■ ■ ■■ ■1111■■11 ■11`:41111 ■1 '11■11■VIIN ■■111■■■■■■■ ■■ ■■■ ■ ■ ■/� ■ ■ ■ ■ ■ ■�'�11 ■ ■ ■11 ■■ ■/%1111 ■111 ■ ■ ■ ■ ■11■ ■ ■ ■ ■■ ■ ■ ■=10111111■li / ■r' \ ■ ■ ■ ■P11 1 ■r11■■ ■11 ■ ■■ 1111■ ■ ■11 ■11■11SMIE ■ ■ ■■►:1■WEINA 11 ■■I11l ■■ ■1111■ i■■■ ■ ■ ■■ L.`M■■��■ ■ ■IM'=i ■ ■11■ ■■11■11 ■11 ��': ■ ■1111 ■1111■■■■ ■ ■ ■ ■ ■ ■■ ■.x'.11% ■ ► ■ ■ ■ ■ ■ ■ ■r�111 ■ \!� ■:11111111 ■■ ■111■ 1111■ ■■■■■1 %P1111ii ■■ ■■ ■/ MIIIII MA11■■11 ■■ ■■11111■ 1111■■■■■■ I11IL111111■ 11I■■1 ■\M1►I!■1u■■■ ■111■■ ■ ■1111■ ■■ ■1111■1■11■11■11111111111111r ■11 MIII■■■■ ■ ■ ■ ■ ■ ■1_11!11M11111■■CNinlom 1111 ■ ■ ■ ■1 ■11■ ■■■ ■ ■ ■ ■ ■ ■ ■■ 111■■ ■■■11211■ ■11■ ■■11111111■■■■■■■■■ Notes RE: Permit # R-F F-/O / 9,, DATE: /0 r' 7 ? 3 INSPECTION AFFIDAVIT A/e-Ti 4/ / licensed as a (n) Contractor / Engineer / Architect, On or about Signature State of Florida County of Dade: Revised on 5/21/2009 ('p rint name and circle License Type) License #: .5 3 7 el Secondary water barrier work at (Date & time) FS 468 Building Inspector M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 , I did personally inspect the roof deck nailing and 7CAt / ®/ 5 (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) The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this ?- 1 day of 0 ch t Notary Public, Sate of Florida at Large j > `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Roof System 60e9A/e— Tile MIAMI•DADE CO UNT Y "Delivering E&cetknc-e- ;€very -Da y" Roof System Manufacturer: Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): • •••• ... • "koof Slope: • ••••• ••••• 1 g ... ; ••.: pof Meap ft. • :••• Ldethod of Tile 1 �Adhes*vues,Mediunailaddy Polyfoam Polypro— .••• • .• • • • Alternate #Aettill a( Ti a Attachment per NOA: NA Drip Edge Size & Gauge: Drip Edge Material Type: • .. • • • • • X12" •• .. Miami -Dade County Building Department Electronic Appli Section D Sloped System Description Tile Roof System ! MONIER LIFETILE LLC 07- 0711.03 P1: I -3" face 26 ga. -- — Galvinized Metal -- P 2: 1 'l 4 RS NAIL 4 "0C P3 Maximum Design Wind Pressures, (From the NOA Specific system): "40.4 psf BLDG DEPT Fill in the specific roof assembly components. If a component is not required, inse ° no Optional Insulation: Basesheet Type: Se.l Tile Profile: Miami Shores Village APPROVED 1 BY ING DEPT SUBJECT TO COMPIUANCF ina Deck Tye da „ Ai, i r.J.: ••v c1 Optional Nailable Substrate: Optional Nailable Substrate Attachment: Fastener Type for Basesheet Attachment: Tile Underlayment (Cap Sheet ) Type: 1 r s v /I& Tile Underlayment Attachment Method: Vt MONIER FLAT 13" CONCRETE TILE q1D--)U9(0 OCT 2 0 2010 gy DATE ALL FEDERAL `,.. REGULATIONS INA 1ASTM D226 FELT 30 #' [1 -1/4 RS NAIL 6 "OC @LAP 12°OC @FIELD 4 Section E 2 "Delivering Excellence Every Day" P1: P2: P3: • • • MIAMI -DADE F • 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 die attachment method is acceptable. •••• • • •••• •• • • • •• • • P1: xX P2: 78.6 xX P3:- 116 .2 x X w: •• x yID: • •• •• • • • • • • • Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form 0.313 0.313 0.313 14.12 24.60 36.37 - W: - W: - W: - Mg: - Mg: - Mg: Method 3 "Uplift Based Tile Calculations Per RAS 12T' 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 Fr values, for each area of the roof, then the tile attachment method is acceptable. 8.03 8.03 8.03 = Mr1: = Mr2: = Mr3: 6.09 16.57 x cos 8: 5 40.4 + NOA Mf 5 40.4 NOA Mf 5 40.4 NOA Mf = Fr1: x cos 0: = Fr2: x cos 8: 17,1 = Fr3: ••••Where to Obtain Information to complete tile calculations 5 5 5 NOA F' NOA F' NOA F' • Descripttdlt' • • • •••• • • • • • • • Design Pressure • • Mean Roof Height Roof Slope Aerodynamic Multiplier Minimum Attachment Resistance Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Required Uplift Resistance Average Tile Weight I Tile Dimensions •••• • Symbol • •• • P1 or P2 or P3 H e Mg ................... ............. Mf __.____._......_ ....... Mr F' Fr W I = length w = width 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) Calculated Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) • • • • M I ®•DARE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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 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 applioalale building code. • • • Thos prp pct is approved. as described herein, and has been designed to comply with the Florida Building Coda and'the High.Vel$ city Hurricane Zone of the Florida Building Code. • • DESRIPTIdI • axony 900 (Shake, Slate & Split Shake) Concrete Roof Tile • • • LABELENG: Ea ehait shall bear a permanent label with the manufacturer's name or logo, city, state and folltN'ing statehdent: "Miami -Dade County Product Control Approved ", unless otherwise noted herei$ • RE',%y'AL ofxhisl,TOA shall be considered after a renewal application has been filed and there has • been no change fn.fhe 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# 07- 0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant MonierLifetile LLC Saxony 900 • • •••• • • • • Trim Pieces .• • • • • • •. • . . •••• ▪ • • • •. •• • • • . • SUBMITTED. ?WENCE: . .. • • •. .• • Agerfcv- • 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. Roofing Flat Profile Roofing Tiles Concrete Dimensions 1= 17" w = 13" 1 -5/32" thick Slate • 1- 9/32" thick 'Shake & Split Shake • • 1= vanes w = varies varying thickness Test Identifier 7161 -03 Appendix III 94 -084 94 -060A 25- 7183 -6 25- 7183 -5 Test Specifications TAS 112 TAS 112 Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set 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 PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 2 of 7 Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 • • •• • • • Test Agency 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. Atlanta Testing & Engineering, Inc. Celot x .Corporation Testing . . Sertjp.. • . .. . • Celotex Cvrporafiigd Testing Service • . . : • Walker Enginedin,•Inc. Walleereiginee;ingjte. Wa1Re4Engineeildg,•)hb. .. • •••• • • • • • . • • . • • • W a1)�r� .... .. Sginee;jng,.Inc. Walker Engineering, Inc. W r Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report 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 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March, 199 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page3of7 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 2 ":12" 3 ":12" - 4 ":12" 5 ":12" 6 ":12" 7 ":12" greater Battens or Direct Deck Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 •••• ; •. • table 1: Average Weight (W) and Dimensions (I x w ) • • • Tile})rpfiip • Weight -W (Ibf) Length-1(ft) Width -w (ft) 1■40htdrtjetile WV1y'900 SItttefShake &•3plft9hake 11.5 1.417 1.08 • • Table 2: Aerodynamic Multipliers - X - - - - ft) ". • Tile X (ft) a. (ft • • Profile Batten Application Direct Deck Application MonierLifetlle Saxony 900 0.289 0.313 Slate, Shake & Spilt Shake • • • • • • • .. • • • • • • • . .. • • • • • LIMITATIONS: 1. " Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. .. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in- compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations •••• • • • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M (ft-Ibf) . for Nall-On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 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 Screws 51.7 51.7 24.4, , 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.21 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 Table 5: Attachment Resistance Expressed as a Moment P111(ft-lbf) forTwo Patty Adhesive Set Systems ...... Tile •••• Profile. Tile Application Minimum Attachment Resistance Werertietile 8'xony:900 Slatta, Shake &:SAp Adhesive 31.3 1 manufactpielgomponent approval for installation requirements. • egg 2* ,VorChemitgaVond Average weight per patty 13.9 grams. _Polyfoam Product rnc. Average weight per patty 8 grams. • Tabfd SW: Attachment Resistance Expressed as a Moment - 1141 (ft-lbf) s••• • • for Single Patty Adhesive Set Systems ..,. - •• • 'We : "•"": Profile Tile Application Minimum Attachment Resistance MonierlJfetile Saxony 900 Slate, Shake & Split Shake Polyfoam PoIyProTM 118.9'' Polyfoam PolyProTM 40.4 3 Large paddy placement of 45 grams of PolyProTM. 4 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLlfetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43 9b 5. Tile-Tite Roof Tile Mortar • • • • • • • • • • • • • • • • • • • • • • NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 5 of 7 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 ". 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 system. • • • •••• • •• • • • • • • • •;�'s HOLF•S • • • • • IN • • • - •••• • • •• • • • • •• • • • • • • • •• • • • ••• • • • • • •••• • • • • • • • MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE PROFILE DRAWING 17 " . lf OVERLAY WATERLOCK 13 " MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) 1 5/32. ° (slate) 1 9/32 " (shake) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page6of7 • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • Ilf• • • • PROFILE DRAWING _ MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 7 of 7 • ; r • 1 Tile Roof System MIAMIDE COUNP —1DeliverinOei1encavery,Day Roof System Manufacturer: Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable from RAS 127 or Calculations): psf Fill In the specific roof assembly components. ff a component Is not required, insert not applicable (n/a) in the text box. Maximungtsigp, Wind Pressures, (From the NOA Specific system): Roof Slope: "/12" le Roof Mean Height: Method of Tile Attachment: NA Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: MONIER LIFETILE LLC ft. — Adhesive, Medium Paddy Polyfoam Polypro— Altemate Method of Tile Attachment per NOA: Hook Strip/Cleat gauge or weight: ITVRIMEI tv Miami-Dade County Building Department Electronic Section D Sloped Systemaelatption Tile Roof System Miami Shores Village —3" face 26 ga.-- —Galvinized Metal-- Z 7 1/4 . Rp NitI ;_ • • • • • • • • • • • • • • • • • • • • • • • • • ••• • 07-0711.03 P1: -45.1 • • • • • • • — Select Hook Strip — • • • • • • • • • • • • • • • • .,: • P 2: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • P 3: - 40.4 Deck Type: Tile Profile: APPROVED ZONING DEPT BLDG DEPT Optional Insulation: Optional Nailable Substrate: Basesheet Type: Tile Underlayment (Cap Sheet ) Type: HOT MOP ASPHALT BY • sui LH CT TO COMPUANCE WITH ALL FEDERAL ND COUNTY RULES AND REGULATIONS INA NA Optional Nallable Substrate Attachment: ASTM D226 FELT 30#' Fastener Type for Basesheet Attachment: 1 RSNAIL 6"OC@LAP 12"0C FIELD ASTM90#FELT Tile Underlayment Attachment Method: MONIER FLAT 13" CONCRETE TILE C4 DATE P1: P2: P3: Section E 2 Roof Slope MIAMI COdN "Delivering Excellence Every Day" x x 1: Design Pressure 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 Fr values, for each area of the roof, then the tile attachment method is acceptable. Description Mean Roof Height • Aerodynamic Multiplier Average Tile Weight Tile Dimensions 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. Required Moment Resistance P1: x P2: ...786_; x� P3: 116 . 2 'x, x w: x w: x w; Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Method 3 "Uplift Based Tile Calculations Per RAS 127" Symbol P1 or P2 or P3 H 0 Restoring Moment due to Gravity Mg Attachment Resistance Mf Fr • •• • • • • • I -gnEth • w = width" 0.313 0.313 0.313 ••• • ! • 24.60 36.37 - W: - W: - W: • •• Air• • • • • • •• Minimum Attachment Resistance •• F ,•• •• • •• •• �s Required Uplift Resistance • • • • • • •• • • • • - Mg: - Mg: - Mg: • • ••• • • • • ••• • • • • • •, • • • • • • • • •• • • • •' • • • • • • • • • • • 1- •• • • • •• • ••• • • • • •• • • • 8.03 8.03 8.03 = Mr1: = Mr2: = Mr3: 6.09 16.57 x cos e: 5 40.4 i NOA Mf ........................ 5',40.4 ; NOA Mf 5 40.4 '; NOA Mf = Fr1: x cos 0: = Fr2: x cos 0: = Fr3: Where to Obtain information to complete tile calculations 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 Calculated Calculated Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) • Product Approval (NOA) Product Approval (NOA) 5 5 5 NOA F' NOA F' NOA F' M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetlle, LLC 200 Story Road Lake Wales, - FL33853 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 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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (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 Ihha1t be provided to the user by the manufacturer or its distributors and shall be avai able to 3 inspiton el the job site at the request of the Building Official. •• ••• •• • • • •• This revises NOA# 07- 0228.03 and consists of pages 1 through 7. The submitted docuperr wa revived by Ale Tigera. • • • • • • • • • • • • . • • • • • • .. • • • • • • .. • .. • • • ... • • ... • • • • ... • • • • • • • • • • • • • • .. • • • • • • • • • • • • • • .. .. . - • • .. .. ..• • • • 0 .. • • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateaorv: Roofing Sub- Cate2orv: Flat Profile Roofing Tiles Material: Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant MonierLifetile LLC Saxony 900 Trim Pieces 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. Dimensions 1 =1T" w = 13" 1 -5/32" thick Slate 1- 9/32" thick Shake & Split Shake 1= varies w = varies varying thickness . .. • • • • • ••• . .. . • • • • • • • . • • • • . . • • .. • • • .. .. • • • • • • • • • • • • • • .. .. . .. • • • • • • ••• • • • • • Test Identifier 7161 -03 Appendix III 94 -084 94 -060A 25- 7183 -6 • • • .. 25- 71'83'5 ... • . • • • • • • • • • • • • • .. • • .. • .. • • • • • Test Specifications • • • • • • • • • .. .. TAS 112 TAS 112 Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set 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 Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik Drive Screws, Battens) March, 1994 Feb. 1995 Feb. 1995 NOA No.: 07-0711.03 Expiration Date: 04 /26/12 Approval Date: 09 /07/07 Page 2 of 7 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service 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. Nutting Engineers Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 .. ... • • • • • .. • • . • • • .. • • • ... .. • • • .. • • • • • • • .. . • • • • • • • • • • • • • • • • • • • • • • .. • • .. .. . . • ... • • • • • • • • • • .. • • • • • • • • • • • ... • • • .. .. • • • .. • ... • • • ... • Test Name/Report 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 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March; 19! March, 1995 Dec. 1991 Aug. 1994 July 199 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft-Ibf� Tile 2 �� :12 �� 3":12" :12 4":12" 5":12" 6":12" 7":12" or Profile Batten Application Direct Deck Application MonlerLifetile Saxony 900 greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck. • .. • • Deck • • • • Deck Deck Deck Deck Slate, Shake & 7.16 8.1R • n ••• 7.91 • 6.82 7.74 6.65 7.55 6.46 7.34 Spilt • • • • • • • Shake Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. .. ' 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in_: compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & 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. 2. Data For Attachment Calculations • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • •• • • • • • • • ••• • • • .•. • • • • • • • • • •• • ••• • • • ••• • • • • • ..• • • • • • • • • • • • • •• • • ••• • • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 4 of 7 Table 2: Aerodynamic Multipliers - X (ft Tile 7t (ft I (ft Profile Batten Application Direct Deck Application MonlerLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. .. ' 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in_: compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & 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. 2. Data For Attachment Calculations • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • •• • • • • • • • ••• • • • .•. • • • • • • • • • •• • ••• • • • ••• • • • • • ..• • • • • • • • • • • • • •• • • ••• • • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxoriy Slate,Shake & Split Shake -- .__ - -_. - ._ . 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 -_- - -_ 218 Screws_ 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 Table 5: Attachment Resistance Expressed as a Moment Mt (ft for Two Patty Adhesive Set stems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetiie Saxony 900 Slate, Shake & Split Shake Adhesive 31.3 1 See manufactures component approval for Installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, - Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile . Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM 118.9 Polyfoam PolyProTM 40.4 3 Large paddy placement of 45 grams of PolyProT'. 4 Medium paddy placement of 24 grams of PolyProrm. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft Ibf) for Mortar Set Systems Tile Profile• • •.; ; ; Tile .•„ ; ; /application Attachment Resistance MonierLifetile Saxo4 900.. .•: Slate, Shake &SpIltigak®• ••• : • •.. ¶ ortar Set' •.• . • .•• 43.9 5. Tile -Tite Roof Tile Mortar • ••. • • .• • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • •• • • .. • • ••. • • • ••• • • . • ••. • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • 00 •• 4100 • • • 100 • • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 5 of 7 J a 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". • MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 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 system. • • *6 800 • • • • • • • • VWERLOCK • • • • • • (b • • • • •• ••• •• • • • •• MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) • •00 • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •41 • • • • • • • 0• • •• • • •• • • •• • • 0 ••0 • • • • •0• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •0• • • • • ••• • • PROFILE DRAWING NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 6 of 7 ?`) ••-• •: • PROFILE DRAWING MONIERLIFETTLE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERILIBEILE: :SAXONY 200LONCRETE ROOF TILE (SHAKE MODEL) 1• • END:Oli ACCEPTANCE • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • •• • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •••• • • • ••• • • : . • NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 7 of 7 1 • BUILDINGSODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Poly lass USA Inc. M .. . 150 Lyon Drive F y_ , X9468 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 This NOA is being issued under the applicable rules and regulations governing the use of construction matenals.'1'he 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 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IR IRX, TU, TU Plus, TU Polyester and MU 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 i 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 revises NOA No. 06- 0505.01 and consists of pages 1 throu 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik .. underlayment Polystick IRJIRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Test Dimensions Specification Roll: ASTM D 1970 75' x 3' 40 mils thick Roll: ASTM D 1970 65'8" x 3'3- 60 mils thick Roll: TAS 103 and 65'8" x 3'3 ASTM D 1970 80 mils thick Roll: 32'10" x 3'3 - 100 mils thick Roll: 65'8" x 3 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3 80 mils thick TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 and ASTM D 1970 Product Description A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as 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 non- wicking fabric surfaced, self, adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofmg membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency • Test Identifier Test Name/Report Date Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 Trinity ERD #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005 -02 -01 ASTM D 4977 01/31/02 PUSA -018 -02 -01 ASTM D 2523 07/14/03 PUSA -035 -02 -01 TAS 103. 09/29/06 PUSA -033 -02 -01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. JX20H7A ASTM D 4798 04 /01/08 ASTM G 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (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 minn of 3-W' 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. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from 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. NOA No.: 07-1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 Tile Profile Polystick IRIIRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/1RX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P, Basik, IR/1RX, TU, TU Polyester and MU Underlayments shall not be left exposed as temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 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. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: 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. 9. 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 for loading procedure. 0 0. 0 a N 'O Roofing Tiles (6 Max. Per Stack) 12 NOA No.; 07.1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page_4_. 6 GENERAL LIMI:TATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR /1RX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, 11J Plus, TU Polyester & MU as a component part of an assembly in the Notice -of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU 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 naive or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. EC 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. 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 and Polystick MU 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 and Polystick MU 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 the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 .. Approval Date: 04/10/08 Page 5 of .6 _ 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 "712" or greater. It is suggested that on pitch/slopes in excess of 14"/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 TU Plus, Polystick MU 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 4.0 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. 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. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. 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.: 07.1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 6 of 6 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING , / �/� OWNER: Name (Fee Simple Titleholder): , L ,v, / �ie/Al / Phone#: �.` 015 ess�� Addr l= / ®/ / Fe S / City: i ..5/M - State: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores Folio/Parcel#: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: eS City: ( /('t r Qualifier Name: / f -7 4 C ie Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 NO Flood Zone: Miami Dade Master Permit No. Phone #: ®� .17 _ l,Pdo 9 zip: 3 3/30 State Certification or Registration #: C 0573 T Certificate of Competency #: Contact Phone #: 2a 6 e 09 Email Address: DESIGNER Architect/Engineer: Phone #: Value of Work for this Permit: $ l l %, Square/Linear Foo a of Work )1C0 Type of Work: OAddress OAlteration ❑New Repair l ace ODemorition Description of Work: --10 a t ` ��` ®� 1, /✓ 4 Permit No. COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * * * * * * * * * * * * * * * * * * * ****+ ***cue **** s**** ** Fees **** ****** * * * **** * ******* *** *sax ******** **** Submittal Fee $ Permit Fee $ 60' ;,J Q o CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ o maRgv 3 E 7, P3 2()1!1 BY: Zip: 33f Zip: 3 1 Phone #: 3 ®S 6 / -S-743 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 approvad and a reinspection /e will be charged. Signature Ne ✓ Owner or Ag,�nt The foregoing instrument was acknowledged before me this 2°— day of — 4 T , 20 !d , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commiss APPROVED BY ON, MANUEL D JIMENEZ FIor notahaervke.com 0 (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) manueldjimenez@comcastnt (305) 484 -9286 Signature Sign: Print: Manuel Jimenez (Manny) Roofing Plans Expediter :Q My Com_xpires: 4ottuy3ervke,com Contractor The foregoing instrument was acknowledged before m e this 2 - day of lir e 20 (2 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: D JIMENEZ ,ION # DD955621 -rch21,2014 Plans Examiner Z on i ng Structural Review Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.1 / 97 ,06--0 /7 ' r 3 / STATE OF FLORIDA. COUNTY OF MIAMI -DADE: STATE OF FLOC THE UNDERSIGNED hereby gives notice that improvements will be madelt i property, and in accordance with Chapter 713, Florida Statutes, the follovviligVAAM is provided in this Notice of Commencement. 1. Legal description of property and street/address: 4•6 ' S ^ mod 1 2. Description of improvement: Interest in property: ewmee 3. Owner(s) name and address: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 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 and address: 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), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration different da is s ci Sig atur of owner Print Owner's Name Z& Sworn to and subscribed before Me this 2Z day of , 20 /O. 123.01-52 PAGE 4 12/05 Notary Public Print Notary's Name My commission expires i MANUEL. D JIMENEZ MY COMMISSION # DD955621 EXPIRES M aR.fi 21, 2014 (407) 18-0153 flaldallotatySwvlacom ,4w: 111111111111111111111111111111111111111111111 CFH 201i..i rR0646328 OR I.'•k 27430 Ps 3750; (1PS) RECORDED 09/23/2010 09=08:27 HARVEY RUVIH, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Wfl7VESS my h d HARVEY RU`✓INI A, COUNTY OF E of this /3 e .:, ! of the day A D 20 Octal Saal. of }' 6 7T E /0 / j - / 1 6A C 5 ,- 77 date is 1 year from the date of recording unless a Prepared by Address: ste),(m7— (76) f 6- 96of 3f f 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing On Iv) 7. Any Required Roof Testing /Calculation Documentation Roof System Required Sections of the Permit Application Form Attachments Reqt See List Below ARE Cr 0 m Li; J a Low Slope Application A,B,C L) C 1,2,3,4,5,6,7 r Prescriptive BUR -RAS 160 A,B,C 4,5,6,7 o Asphaltic Shingles A,B,D z u) 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 1,2,4,5.6,7 1,2,3,4,6,6,7 Wood Shingles and Shakes A,B,D Other As Applicable FLORIDA BUILDING CODE — BUILDING INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: ROOF ASSEMBUES AND ROOFTOP STRUCTURES SECTION 4402.14 HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. 4f) (.0 cn cn > C c_ m m z - ° o o 0 c 0 > c z r o m m 'S9 m m r C7 rn 0 z z s7 rn m ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ❑ New Roof FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Penult Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name 30 /e D / /J6 6A/t /frl I7'1 7L //Vj Job Address 6 ®4 /Ifs /t'/ ✓' ; Pe Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 0 -0 Steep Sloped Roof Area (SF) 2 yx D ❑ Repair ❑ Maintenance Total(SF) 2 SeCtinnn R (Rnnf Pian) 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. 2 1 P r P 3p Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, Identify as "NA ") System Manufacturer CAP Product Approval No.: 0 � 2 Iq. 0 9 Design Wind Pressures, From RAS 128 or Calculations: Pmax1:• Pmax2: 6 Pmax3:4 3 Max. Design Pressure, from the specific Product Approval system: — .SZ •. Deck: Type: c � fr®c.' P ` ti Gauge/Thickness: I/ Slope: 1/ Anchor/Base Sheet & No. of Ply(s): 1 - 1 `4 Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: A Base Insulation Size and Thickness: Base Insulation Fastener/Bonding ,d1^Mate rial: Top Insulation Layer �r✓� Top Insulation Size and Thickness: ` `� Top Insulation Fastener/ pn ing Material: Base Sheet(s) & No. of Ply(s): / `t" 75 4S7 B4 Sheet FasenerBoing Material: fS 7 CAP Ply Sheet(s) & No. of Ply(s): ' P4 y e l Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. , 3x5 F4Cr Ply Sheet Fastener /Bonding Material: Top Ply: A we/2 /4I Sfo Fr9C r s-/f 7 Top Ply Fastener/Bonding Material: f7 ®T�IOP PEA FLORIDA BUILDING CODE — BUILDING Field — ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Surfacing: dd /4 Fastener Spacing for Anchor/Base Sheet Attachment: Field: q " oc © Lap, # Rows ; @ " oc Perimeter: " oc @ Lap, # Rows @ (° " oc Comer: ' " oc @ Lap, # Rows i f @ C " oc Number of Fasteners Per Insulation Board: Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Perimeter — Comer -- • A FT Parapet Height / Mean Roof Height Roof System Manufacturer: ac ,thA, Notice of Acceptance Number: of 0 v2z. /! Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations)1 Ia. P2. - M.4 P3: -. la • 2 Maximum Design Pressure (From the Product Approval Specific System): ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Roof Slope: L : 12 [Ridge Ventilation? Steep Sloped Roof System Description \ Deck Type: Mean Roof Height: / P4/ t'v, _ 7 u Type Underlayment: Insulation: Fire Barrier: /1 3u 57IM Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: PR A Type & Size Drip Edge: 114' )2S - ?r/.'CArs 6'6•c -G 12 `L 0(L1 > #10 v ,4 S'%/L-( °fire 5 4 3 K3 6AGv 24 FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. ,Sprtinn n (Stepp Sloped Rnof Cyctem) Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or bv an engineering analysis prepared bv PE based on ASCE 7 Mean Roof Height H lob Site Roof Slope 9 Job Site Aerodvnamic Multiplier 2 Product Approval Restoring Moment due to Gravity M g Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F Product Approval Requited Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf (P xL = - xw: = -W: xcos0 =F (P2: x = xw: = .J -W: x cos = (P3: xL = - xw• = _j -W: x cos 9 =F FLORIDA BUILDING CODE - BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Cectinn E (Tile Calculatinnc) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mf. If the Mf values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based The Calculations Per RAS 127" (P t !c'� x1 . ZD� _ 1i ")- M = M Product Approval Mf fit 4 (p2r1g•4xx.26F = fl#' ) . Mg , P. it =M � /pas Product Approval Mf fit 4 ( p 3 r i(b•2 .2Dg lb Mg: t. rt =M43 18.os Product Approval Mf f X13. 4 M required Moment Resistance* Mean Roof Height -0 . Roof Slope 4, 2:12 3:12 4 :12 5:12 6:12 7:12 16' 34.4 322 30.4 28.4 26.4 24.4 20' 38.5 34.4 32.2 30.1 28.0 25' 39.2 38.0 33.8 31 .6 29.4 30' 39.7 37.4 35.1 32.8 30.5 27.1 25.9 28.2 40' 42.2 39.8 37.3 349 32.4 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 Tile Calculations Per RAS 127" Product Approval F Product Approval F' Product Approval F' SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. �`,` '= Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing 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 renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to rem oving the existing roof system). 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. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can ewed 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 app; rance. • 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 on ' I roofing system is removed. Pounding conditions should be corrected. 1- 6. , , Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded 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 accoy n, with the requirements of Sections R4402, R4403 and R4413. 7. / % Ventilation: Most roof structures should have some ability to vent natural airflow through the ty 9 int-r• of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be benefici to consider additional venting which can result' extending the service life of the roof. Owner /Agent's Si • ature Date Revised on 7/9/2009 LD Contractor Signatu Date ROOF GOVERWC[ Roofirig ASPHALT :FELT SYSl4ifieS 4WTN NOT - fleIING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75::$ese•.Shee" or 400 n ib ) a.saitable•.alte ate for Type CI' W g lass ply ( "GAF S-Piy4' or.- °GAFGLAS :PIyb ".) Class A, B or C roof systems intflcat d b . . • ), 14,.may- t F . 'havered with a 1 -(, t oss mat`base Stra(ai ' Strata t Base SYiee' l fbi )" it "'GAF 'aiiii r b 1 Sheer (I�Tai alsiQ�`` Aaron* to be As all on G2 ygtartttie sldedovJrt_�. mat base sheet ("GAFGLAS #15 Base "," .: - U2T glass or (YAF"Sfrata ttliliminotteireri lgBase Sheet (Naitabler may be substituted for G1 asphalt • fir ply sheet ((GAF{t'T.7'4 "•oF °Ci ,AS Ply 6" ) as the nailed ba e * in the Bottom ply orbs a shsetitiay be solid mopped,. spot mopped or-taeiehani Uidtss.Otheriviseincticatedj allinsitiationsmaybe hot•snopped:oru hani cal/pfasteaed. - . .. "GA Plashing" o��r may be used for flashin .beany mf the ClaSS .A B ern t 1i r s ed bolo - When "perlite" is rte, this includes "GAFT 'F ERIV&A i W or any other UL classified thenbdjQn. • - Cashed stone oFslap� tabJ,e alternatestor gravek in any of the Class A, or C systems - , 111l _„ l lbifilding units are considered statable to �e:included asa� •f i ; «+: , S or C /fined o egg..45132 or NC The We. • • an hi iE er�t�yy . of Clan or.Csystems deed ttdt ad' `�. ; • `tlie iatit Tile rise 41 ap /z'iii tmr(titiut bard i;i al , far , over C15/32 desks. • �4anPr' J F,�T. l rd ken Min VIAL 'boar¢ and deck wr ilt . � ( of fi r% ) la- a iilita e' alteri►at • is ianura#e lidard rii fl►e Avfilg. C A, B oi. C sy 4 t&ibt tr4rdRA;' - f. wfl n r f , r - . Y, . "retina' o " • ? y t ttltlidd wi t °i1Y Of the_i?gll�o lg Asgfialt ,�i ofo g r. `GA ! Ptemiui>T I1ase May be ised tit piny t.gie.7Ekllowmg -- d Flex Pl b" is a siiita�le alteiitate•to "GA'PPLA 6"; it> Pe to � ati8i>.5. be u in lieu g I''. y perl'de • may: . - - • Class •A, it i144 :F,tnerg ar►c) apy A;1i §01jisocgbrtui to ntsele •110k utg'sbphalL for>se :withozganie-a>•<ndziass feltn-or bitumen membranes. . . ,'au -eat:' d ° . SUS:mofuig.memtbrane,se l.;he used•in lieu of :Ru1etoid,Mop prodictl - in any' applicable a Cation. • .. . . , ...Qass•'A , 1. Declp C -15/32 Inelfite 3 ",: aikthittai - (01401): 'I)I..n>''b7r-416.* l Leis j , Wb fits glass i>i di isocy pritafe, Ui4ti�sie, ctim Perlin:/ ; e c ot .1P0.1 e, wa bier /ist y t ¢#ip ' gh eno • Ply"51ieet•: • 'Tluee' or more layers Typfi. "• GAFGLAS: Pl 4" or "GA�F6t •Pty- '.,.ht?t- mopp#ch.., . ... . . Surfacing: Gravel. 2. .D.ede•C-15 /32 • . . • Inclime.2 • Inanlatiaa (Optionalk One or more layers perlite,.•v d _ : f b glass i > piir'ht0Pgrirtiel-e`t"ont ref ply * • 1'l�rea'br ,moic 61 «6 A ' fly 4" or " GAFLLAS Ply 6 ". - Sjteeb .floe :laiTt_-1ype 63 "q4T-T � COP 3. Deck NC t : Incline 2 Insulation (Operniat):• : :Ol) orniciredayers.periBe, Wood.fibet &bey isocyanurate rn e 5/isoryain to cddtpoisite;• te/ Methane composite, woad(56it/is ttr fe. it ; -plti fS 'i, 21n. max Ply Sheet Two bs- mdaelayecs Type GI "GAFGLAS PIy g or°.GAF- r GLASPIre.. : •. Cap Sheet One layer Type G3 "GAFGLAS-l9 erkl Surfaced Cap - 4 . -Dee 1VC•. .•`. -: •- • • • Incline: i/2 ; .: - InsulatT6n - • i brawn-layers "Isotherm R ", 4 in. max; htot mopped. twos/!' inner iwAh'iRfALS AND INSI EMSDIREZTORY • 6. 7. • fl - 1. • 1. L' OOK ECR THE:UTAMPIRWON PR DUCT " ROOF'CQVERING MATERIALS PEW) 173 Roofing Systems (TGFU)— Continued PlySheet My UL Classified gravel surfaced Class shalt glass fiber mat Deck system. 1532 Incline: 1 Slip Sheet (Optlonalh Red rosin pape4 nailed to deer:. Base Sheet One layer Type G2 " GAFGLAS 475 Base Sheet" (may be nailed). . . lily Sheet: One or.more layers Type G1 "GAFGLAS ofGAEGLAS Ply 6 ". . Cap Sheet One layer Type G-3 GAFGLAS Mineral Surfaced Cap Sheer. I TC Incline 3 Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type G1 " GAFGLAS Ply 4" or: GAF - GLAS Ply 6 ". • .Cap Sheet One layer Type G-3 "GAFGLAS Mineral Surfaced Cap Sheer., . _ Deck C -15/32 Incline 2 ' Insiilairan: One or more layers perlite, glass fiber, isocyaaturatfe, ure- thane, perlite /isocyanurate composite, perlite/urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 inn. - Base Sheet One or More layers 'type GI, G2 or 63. Ma bathe: One or more layers "Ruberoid Torch" (Smooth or Granule), "Rubeeoid Torch Plus" (granule), "Ruberoid Mop" (Smooth► dr Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped Dect C -15/32 Incline: 2 Iiibelati6h (optional): • One or more layers perlite, wand fiber, glass "firer, isocyaniirrate, urethane perlite /isotyanurate composite, perlite/ urethane compcsite, wood fiber /isocyanurate composite, phenolic, any thidatess. ' Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gl. Membrane One ormorelayers"Ruberoid Torch" (Smooth or Grat ule }, "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced. Cap. Sheer, hot-mopped Class B Deck: C-15/32 Incline: 3-1/2 Insulation (Optimal): One or more layers perlite, wood fiber,glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, Mite/ urethane composite, wood fiber /isocyanurate composite phenolic, any thickness, . - Ply Sheet Two or den layers Type GI " GAFGLAS Ply 4" or "GAF- GLAS Ply 6" Cap Sheet: Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. - Decic C-15/32 . - Incline: 3-1/2 Insulation (Optionalh One or more layers perlite, wood fibril; glass fiber; isocyai:utate urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet Two or snore layers Type Gl, 62 or G3. Membrane: One or morelayers "Ruberoid Torch" (Smoother Granule), "Ruberoid•lblch Plus" (granule), "Ruberoid Mop" (Smooth -or Granule) or "Rubengd Mop Plus". (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C . Deck C-15/32 Incline 1/2 • Insulation (Optional): One or more layers pedrte, wood: fiber, glass fiber; isocyanurate, urethane, perlite /isocyanurate composite perlite/ urethane compasite,wvooct fiber /isocyanurate composite, .phenolic, any thickness. - Ply -Sheet • Three -or more layers Type G1 " GAFGLAS Ply 4" or • "GAFGLAS -Ply 6 ". Surfacing: special Roofing Bitumen" 20 lbs /sq. • - COAL TA•R:FELT SYSTEMS -WITH ROT ROOFING COAL TAR Class A - Deck C-15732- Incline' 1/2 •• Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyamirate, urethane, perlite /isocyanurate composite, perlite/ urethane•eomposite, wood fiber /isocyanurate composite,. phenolic, any thickness. Ml� BUILDING CODE COMPLIANCE OFFICE (BCCO) •PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FI.AGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCR OPTION: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacture'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 alter 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 renews and revises NOA No. 03 -0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Catexory: Sub - Category: Deck Type: Mgtximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTim Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak Buster MatrixTM 303 Premium Fibered Aluminum Roof Coating LcakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM 4 TM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixThl 204 Wet/Dry Roof Cement RUBEROMP Modified Bitumen Flashing Cement LeakBusterm Matrix" 201 Premium SBS Flashing Cement GAFGLAS #75 Roofing BUR Wood -75 psf Dimensions 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons I, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Test Specification ASTM D41 ASTM D 1863 ASTiVI 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing, Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibenxd. ASTM D -4586 Refined asphalt blended with a mineral ASTM D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No:: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20/08 Page 2 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Dire Barrier: (optional) �t.7, r .. APPROVED FireOutTM Fire Barrier Coating, VersaShield Fiberglass Based Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENTs? EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat WekdTM Smooth or RUBEROID Heat We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: - GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Mown Design Pressure -45 psi; See General Luton #?) GAFGLAS® Ply 4, GAFGLAS -Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced apply 12" o.c. in the field of the sheet. Maximum Design Pressure -45 psf, See General Limitation #T) GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Bye sheets attached to deck with approved annu g shank nails and tin spacing of 9" o.c. at the 4" la sta mmere d and i two rows 9" o c in the field. =imam Des Pressure -5525 , See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROM ® 20, RUBBROID Smooth, base sheet attached to deck with approved 1' /a" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maxi nun Design Pressure --6O psf,, See General Lbnitatlon #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drib -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. Maxinuan Design Pressure --60 psf, See General Limitadon #7) Any of above Base sheets attached to deck approved annular ring shank nails and.3" inverted Drill Tea m insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field, Maximum Design Pressure --60 psf, See General Limitatipn #7) NOA Na: 07- 121 #.09 Expiration Date 11/04/13 Approval Date: 03/20/08 Page 17 of 19 BY Sheet; Cap Sheet: Surfacing: Maximum Design Pressure: See Fastening Above GAFGLAS #75 Base Sheet or any of above Base shuts attached to deck with Drill -TecTU #12 standard, #14 or # 15 Screws and 3" Drill TecTM steel plate or Drill-Teo' AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet (lifincinnan Design Pressure-75 psi, See General Liminnlon #7} Dnor more plies of GAFGLAS PLY 4 #80 ULTIMA, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. (Optional) • le ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS - EnergjrCapThl Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs sq. and 300 lbsfsq. respectively in a flood coat of approved asphalt at 60 lbsfsq. or applied in a flood coat of Leak Buster"' Matrix" 103 Cold Process Adhesive applied at a rate of 3 gal /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. 3. Leak BusterTM Matrix" 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Buster"' MatriXTM 715 , Leak Buster"' Matrix"" 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Buster"' MatrixTh 602 MB Xtra Elastomeric Roofing Membrane, EnergyCotc' roof coating applied at 1 to 1.5 gal.sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto. 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIIVIITATIONS: 1 A slip sheet is required with Ply 4 and Flex PlyTU 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /a" Dens Deckrm or V" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. .Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped. 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. lithe fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation 119 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The Maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida - Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 MIA MI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 Florida Building Code including 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 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 #07- 1023.12 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIA1414)ADE C APPROVED 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 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofmg 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 in Pompano Beach, 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. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 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. Test Dimensions Specifications 1 =16" w= 10" 1 '/a" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Product Description TAS 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. TAS 112 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 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.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 2 of 7 Test Aeencv 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. Nutting Engineerins Nutting Engineerins 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 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 TAS -112 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 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 13343.1 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 October 2007 August 2007 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 March 2009 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 3 of 7 Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 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 (I x w ) Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Weight W (Ibf) Length - I (ft) 8.5 1.33 Width (ft) 0.833 Table 2: Aerodynamic Multipliers - (ft 3 ) Tile (ft3) (ft') Profile Batten Application Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile N/A 0.208 Battens N/A Table 3: Restoring Moments due to Gravity - M (ft -lbf) 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" Direct • Deck 6.17 Battens N/A Direct Deck 6.11 Battens N/A Direct Deck 6.01 Battens N/A Direct Deck 5.89 Battens N/A Direct Deck 5.75 7 ":12" or greater Battens Direct Deck WA 5.59 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 4 of 7 Tile Profit Monier Lifetile Atlantis Shake & Slate Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Direct Deck e (min 15/32" plywood) Fastener Type Direct Deck (min. 19/32" plywood) Battens 30.9 7.3 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 Nail (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) 14.0 30.8 51.7 24.3 19.0 35.5 31.9 38.1 9.8 18.8 30.8 51.7 24.3 19.0 35.5 31.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Adhesive' 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Minimum Attachment Resistance 31.3` Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patti Adhesive Set Systems _ Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile 3 Large paddy placement of 45 grams of PolyProTM. 4 Medium paddy placement of 24 grams of PolyProTm. PolyPro TM PolyPro 118.9 40.4 Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar or Adhesive Set Systems Tile Application Mortar Sefi Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 5 See specific mortar manufacturers Notice of Acceptance Attachment Resistance 39.0 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 5 of 7 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 ". MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (POMPANO BEACH, FL PLANT) 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.: 09 -0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 6 of 7 PROFILE DRAWINGS Tyr 1 BUS ...... ,.....,.. ......... .1'... ....'".'■.:4,. ..,... ........... ......... ,..... -..., .....,..,'. .... ....■ .........., ...., ',,:::,..',:........ .....:..... .. . ............ ....... I* ..... V.... ...,:...,...-:::,.. .....Z.::,... ''',...... ......::,, S'.. ...... '.....S.::%::.... ...,:...., ... . 4. :..?" ..... -< , ... . '... CIIERLAY ••■:.-,:-::-,.. .N.,-. ....., ..- _,., .....---, -., ... .. • END OF THIS ACCEPTANCE MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE NOA No.: 09-0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 7 of 7 M IA M DAD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -29013 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 %ha11 not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the MU (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: Polypro® 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 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 renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jhrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: 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 Polypro® AH160 FoamproO. RTF1000 ProPack® 30 & 100 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 Content Roofing Roof tile adhesive Polyurethane Dimensions N/A N/A N/A Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PS1 Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 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 Assembly for fire 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 Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / IF` w i F= MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 A ?ny2 L) ► any ► °�otQJ ?z$v- 0w93vykvnaeg ?z C ?c n y °yna0 aJ•-y ©vii z0 c(v? ° L c 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 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 Polypro® 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® A11160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the 'Placement De ils' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 v°v°rYnyov■Ow0v0w84vxkcztno • cny na ny'ynx ?zmAt4t ?cxay@ z% ?OwOvOw89v 0 t©vn© gnus@ Lz11 c9v jv Ly& zvx■0 1 oz -, (419°t© ¢y ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 xpOSot L??! LIy%? ° OwOvOw94vzo0 L¶ •- v ■ vny? ° a © Lj ?ax&x °w4► Ot Lguit Op ■ c QtR'n• cx 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 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7