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RF-09-2027 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 140017 Permit Number: RF -12 -09 -2027 Scheduled Inspection Date: April 08, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: HONORAT, PAUL Work Classification: Tile /Flat Job Address: 410 NE 105 Street Miami Shores, FL 33138 -2043 Phone Number Parcel Number 1122310150080 Project: <NONE> Contractor: A ROOFING SPECIALIST INC Phone: (954)966 -1185 Building Department Comments RE -ROOF TILE AND FLAT. Inspector Comments Passe CREATED AS REINSPECTION FOR INSP- 131136. Provide renail affidavit. G/ NB Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 07, 2010 For Inspections please call: (305)762 -4949 Page 21 of 26 ... 94 10050 NE 2 nd Ave F Miami Shores, FI 33138 Phone 305 - 795.2204; Fax 305 - 756 -8972 www.miamishoresvillage.com RE: Permit # nF 1A 09 o�C � ] DATE: lo INSPECTION AFFIDAVIT I licensed as a ( Contracto / Engineer / Architect, (Print name and circle License Type) FS 468 Buildin Or License #: CC L 13 2 8 V On or about — U f) � &-l11 "V , I did personally inspect th roof deck nailin d /or (Date & time) secondary water barrier work at 4 10 N 1 05 E YREA M I Ls I (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) Sign ure State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this r`�th ELIZABETH 'e MY COMMISSION # DD780910 Notary Public, Sate of Florida at L e 1, 2012 40 398 0 "General, Building, Residential, or Roofing Contractors or any indivi ual 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 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 In spection Num ber: INSP- 131135 Permit Number: RF -12 -09 -2027 Scheduled Inspection Date: April 06, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Up Lift Report Owner: HONORAT, PAUL Work Classification: Tile /Flat Job Address: 410 NE 105 Street Miami Shores, FL 33138 -2043 Phone Number Parcel Number 1122310150080 Project: <NONE> Contractor: A ROOFING SPECIALIST INC Phone: (954)966 -1185 Building Department Comments RE -ROOF TILE AND FLAT. Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 05, 2010 For Inspections please call: (305)762 -4949 Page 9 of 25 Lab Report No. S10 -187 FLORIDA TOC C. A. #: 26095 Providing Solutions to the Roofing Industry Certificate No.08 0514.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO CONIPLY WI'TFI METRO -DADF. COUNTY PROTOCOL "LAS -106 PROPERTY ADDRESS: 410 NE 105 St., Miami Shores PERMITNo: RF- 12092027 OWNER: Joseph Hayles ROOFING SQUARES: 31 CONTRACTOR: A Roofing Specialist ROOF PITCH.• 3:12 TILE TYPE: Hanson INSPECTOR INITIALS: JM /JM ATTACHMENT: Poly Foam TESTDATE: 4/2/10 Testinq Equipment: Di ital Chatillon DFIS 200 Test Tabulation Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41 -45 Passed 6 -10 Passed 26 -30 Passed 46 -55 Passed 11 -15 Passed 31 -35 Passed 56 -65 Passed 16 -20 Passed 36 -40 Passed THIS ROOF HAS: PASSEDIXI E STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. "ROOF SKETCH" 39 41 40 33 4 45 55 44 4 60 56 48 47 46 3 57 5 43 38 North 53 52 61 64 51 49 5 23 24 25 26 5 37 31 65 22 62 21 36 59 17 27 63 15 1 20 19 1 29 3 14 28 Front Sincerely, Alberto C dona, P.E. -Lic #17138 7020 NW 37 Ct., Miami, FL 33147 www.floridatec.net Office Phone (305) 256 -4550 • Fax (305) 256 -6833 • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: --------------- - - - -- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. Qf-- i;- 09��?DQ PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing q + _.�..... p ii q/ 0 N Owner's Name (Fee Simple Titleholder) J c s• �, �C S� ° Phone 3 1 ©� f Owner's Address Li Jq4 y e - C � City State Zip - 53) 38 Tenant/Lessee Name Phone # NIF jj�� 0S *A ! � �'t? 2. �. Job Address (where the work is being done) °°T � . City Miami Shores Village County Miami -Dade Zip 13 g FOLIO / PARCEL # 1 I k Q 15 O b S () Is Building Historically Designated YES NO - )4_ Contractor's Company Name _ ��' ' ^ � pec- I I S '�' Phone # Contractor's Address N Sa�``"� 5 AVe � k„�'' City YTb�'4wou d (f State I` L Zip S -30U Qualifier Name Phone # IS4 1 1 85' State Certificate or Registration No. CCC t Certificate of Competency No. Ml- - `1 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Perm Square / Linear Footage Of Work: Type of Work: ❑A Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Cl' -, * ** ** F ******* ��*** * * * *� * * * * * * *�,�,�� *,��,�� *,�� Submittal I Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ 11 Structural Review. $ Total Fee Now Due $ I' See Keverse jkLe -4 %0) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not vend a reinspection fee will be charged. Signatu Signature O r or gent ontractor The foregoi g ' s qtq a acknowledge a or me th' The fo:MM20 t was cknowled ed be a me thi day of 0 LS/DY day of was who is personally known to me or who has produced who is personally known to me or who has p uced As identifica ' n d who did take an oath. as identificati and w o did t ke an oath. NOTAR U IC: NOTA IC: io Sign: Q N IS n Print: *� MY CO 201 E 'K 1. M EXF I! y Commissio 1 kC :�ry F IJoteryser ' fission Ex �+ (40 ) 39 6453 •-- ° m .,, 407) 398 011 APPLICATION APPROVED BY: :1cJ - s Plans Examiner Engineer Zoning (Revised 07/10/07) Miami -Dade My Home -Text Page 1 of 2 My Home t1 ,w MIAMI-Di _ . Show Me: Go to property map Quesl Property Information -Text an I M Property Appraiser Tax Estimator Print friendly version Comn Search By: w_e_bm Select Item I � Property Appraiser Tax Comparison mlam_ic - Summary Details: Folio No.: 11- 2231 - 015 -0080 Prop Property: 410 NE 105 ST App raise E Folio Search Pay Mailing Address: ANDREA KOCSIS Enter the Folio Number without JOSEPH HAYLES hyphens and click "LOCATE ". 410 NE 105 ST MIAMI FL Example: 0101000000022 33138- Prop Properly Information: Inform Folio 1122310150080 Primary Zone: 1000 SINGLE FAMILY RESIDENCE O_n_line Number: CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 3/2 Prop Floors: 1 Inform # Living Units: 1 Home Adj Sq Footage: 1,873 Lot Size: 12,609.30 SQ FT Year Built: 1963 Legal Description: 31 52 42 MIRROR LAKE SUB PB 56 -15 LOT 8 LOT SIZE IRREGULAR OR 15847 -2723 0393 1 COC 26492 -2249 07 2008 4 Assessment Information: Year: 2009 2008 Land Value: $193,171 $266,659 Building Value: $187,191 $189,572 Market Value: $380,362 $456,231 Assessed Value: $380,362 $456,231 Taxable Value Information: Year: 2009 2008 Taxing Authority: Applied Exemption/ Applied Exemption/ Taxable Value: Taxable Value: Regional: $01$380,362 $0/$456,231 County: $01$380,362 $0/$456,231 City: 1 $0/$380,362 $0/$456,231 School Board: $0/$380,362 $0/$456,231 Sale Information: Sale Date: 10/2009 Sale Amount: $320,000 Sale O /R: 27084 -0127 Sales Qualification Sales qualified as a result of examination of the deed Description: View Additional Sales Additional Information: Click here to see more information for this roe C ommunity Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Z oning Land Use Urban Development Boundary oning Non -Ad Valorem Assessments http: / /gisims2. miamidade .gov /MyHome /proptext.asp 3/23/2010 Miami -Dade My Home -Text Page 2 of 2 MX Home I Property Information I Property Taxes My Neighborhood I Property Appraiser Home I Using Our Site I About I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /MyHome /proptext.asp 3/23/2010 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES yr, 77 , �L _ 9 ............ r . Florida Building Code Edition 2007 BY: - - - - - -� High-Veto ricane Zone Uniform Permit Application Form. tee eloped Roof stem 3 •• Roof System M "';+° 'eL f Notice of A '' e Da a . Q`} k 0 r w Mi n Wind Pressures, If Applicable (From RAS 127 or Cal �1: J P2: 9 5 P3: 15. 1 Maximum Design Pressure (From the Produpt p roval Specific System): Seep Slo ped Roof System Description Deck Type: Type Underlayment: 3C7 Q • 1 Roof Slope • - • - • 1 21 • . Insulation: •N •• ••.••• Ridge V ntilation? stener Type & Spacing: ! t ;0^ '� - s -- t • • • • • Adhesive Type: v rt A • • • • . .. . .... . . Type Cap Sheet: b •' • • f t j Mean Roof Height: r Roof Covering: ! M , ,� (� 0 � �r=.. Type & Size Drip ._._ Edge: -� - '* 15.34 �.. �. _ . �. FLORIDA BUILDING CODE — BUILDING CITY OF PLANTATI ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for M with the values from M{. If the M values are greater than or equal to the M values, for each area of the roof, then the file attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 127" x � 313 M, F•4' =Mr ODIN " 066 t (�(y b Product Approval Mf (, (P : - ts • i i x)v ) 3 8 = Mr,`,Z •(.9 63 Product Approval M • `Z 3 - _-101.7 414 ) - Mg: ^ = M y�.�ry Product Approval M Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M f M required Moment Resistance* Mean Roof Height -► Roof Slope 15 ' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 1 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules 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" • • • • • • • • • • • (P x L x w: _ ) - W: x cos B = F Product Approval P • • • • • • • (P,: x L 0 w: _ ) - W: x cos B = F Product Approval h . • • • • • • • • • • • ••••• (P3: __ x = x w: _ ? - W: x cos d = F Product Approval � • • • • Where to Obtain Information * 0000 • • • *0:00 Description Symbol Where to find • • • • • • • • • • • • • • • Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE btastdm 4WCE 7 • • • Mean Roof Height H Job Site • • : • • • : 00000 Roof Slope 8 Job Site • • • • • • • • • Aerodynamic Multiplier x Product Approval • • • • Restoring Moment due to M Product Approval Gravity € Attachment Resistance M Product Approval Required Moment Resistance M, Calculated Minimum Attachment F Resistance Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length Product Approval W = width All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 CITY OF PLANTATION MIAMI- DADE MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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: Barcelona 900 Concrete Roof Tile • • • • . . .... ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name Qz jggq, city, -vite„ • • „� and following statement: "Miami -Dade County Product Control Approved ", unless QUIwise noted . herein. RENEWAL of this NOA shall be considered after a renewal application has been fireWand there has • a in the applicable building code negatively affecting the erformance ms 's rod • • • • • • • g PP g g Y g P .4 P VSt:. been no change ...... TERMINATION of this NOA will occur after the expiration date or if there has bmi•a prevision or • • change in the materials, use, and/or manufacture of the product or process. Misuse of this AOA a$,": . •' • • •' endorsement of any product, for sales, advertising or any other purposes shall autornaticany terminate :....: this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal 'of . NOA. ... ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Jor e L. Aceb - �� NOA No.: 07 - 0220.04 Q Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: High Profile Roofing Tiles Material: Concrete SCOPE: This new NOA approves a system using MonierLifetile Barcelona 900 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 Test Product Applicant Dimensions Specifications Description MonierLifetile LLC 1= 17" TAS 112 High profile, interlocking, one - piece, 'S' Barcelona 900 w = 13" shaped, high- pressure extruded concrete roof %2" thick tile equipped with three nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, Boosted Barcelona, concrete w = varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations. Manufactured for each tile profile. • • • . . .... ...... SUBMITTED EVIDENCE: ...... .. • . . • • • • • Test Agency Test Identifier Test Name/Report . • • • . Dade • • • • Redland Technologies 7161 -03 Static Uplift Testing" : •' * Dec. 19 1 • • • • • • Appendix III PA 102 & PA 102(A)• • • • • • • ... • . • . • • • Redland Technologies 7161 -03 Wind Tunnel Testing • ;Dec. 1991 • . • . • ; , Appendix H PA 108(Nail -On) . e :' • • • • Redland Technologies PO402 Withdrawal Resistance. • * ;Sept. 1993• • Testing of screw vs. • • • • smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Professional Service Industries, IC- 1320 -94 Physical Properties Feb. 1995 Inc. PA 112 The Center for Applied 25- 7688 -3 PA 101 (Adhesive Set) June 1996 Engineering, Inc. 25- 7688 -10 PA 101 (Mortar Set) July 1996 0 NOA No.: 07. 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 6 Test Agency Test Identifier Test Name/Reuort Date The Center for Applied 25- 7688 -5 Static Uplift Testing June 1996 Engineering, Inc. PA 102 (3" Headlap, Nails, Direct Deck, New Construction) The Center for Applied 25- 76884 Static Uplift Testing June 1996 Engineering, Inc. PA 102 (4" Headlap, Nails, Clips) Celotex Corporation 520111 -3 Static Uplift Testing Dec. 1998 Testing Services 520191 -2 -1 PA 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 122 TAS 112 January 2007 0000 LIMITATIONS: • • • • • • • • • • 1. Fire classification is not part of this acceptance. • • • • • • • • • • • • • • • • 2. For mortar or adhesive set tile applications, a static field uplift test sh 1 a1r 1 oV performe$ in :. 0 0 0 accordance with RAS 106. "" • 3. Applicant shall retain the services of a Miami -Dade County Certified L %ko.Fkjq ry to peltw 0 0 : 0 0 • 00000 quarterly test in accordance with TAS 112, appendix `A'. Such testing shall j%4ifbmitte CQ the ...... Building Code Compliance Office for review. *00000 0 4. Minimum underlayment shall be in compliance with the applicable Roofing Appbjjtjgj}s • • • • : • Standards listed section 4.1 herein. • 5. 30/90 hot mopped underlayment applications may be installed perpendiculV to the roof'stdpe ' 0 • unless stated otherwise by the underlayment material manufacturers published literature. 0 0 0 0 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Barcelona 900 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 0 NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers -A, ft Tile X (ft) X (ft Profile Batten Application Direct Deck Application MonierLifetile Barcelona 900 0.289 0.313 Table 3: Restorin g Moments due to Gravity - M ft -Ibf Tile 2 ":12" 3 "•12" 4 "•12" 5 "•12" 6 "•12" 7'•12" or Profile reater Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 1900 Deck Deck Deck Deck Deck Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 1 6.79 1 7.61 6.61 7.40 Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19/32" 0 .00•„ plywood) plywOOCOO. • • • • 0009:0 Barcelona 900 2 -10d Ring Shank Nails 28.6 417'; 19'4 •.... 1 -10d Smooth or Screw Shank Nail 5.1 6.8 " 2.8' .....: 2 -10d Smooth or Screw Shank Nails 6.9 9.2 6000 . : 12 0 1 48 Screw 20.7 20. 8. • 0... 248 Screws 43.2 43. 2 .0%00 1 -10d Smooth or Screw Shank Nail 23.1 29 1 •000 :. Field Cli :00:0: • .• .0.000 1 -10d Smooth or Screw Shank Nail 29.3 29,3 f 4Ki • • • Eave Clip) • •••••• 2 -10d Smooth or Screw Shank Nails 27.6 27.6 8m,• • Field Cli 2 -10d Smooth or Screw Shank Nails 38.1 38.1 41.8 Eave Cli © NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Pol foam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Barcelona 900 Polyfoarn Pol ProTM 66.5 Polyfoarn Pol Pro 38.7 3 Large paddy placemWnt of 63 rams of Pol Pro 4 Medium paddy placement of 24 rams of Pol ProTM'. Table 5B: Attachment Resistance Expressed as a Moment - M -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance MonierLifetile Barcelona 900 Mortar Set 24.5 5. Tile -Tite Roof Tile Mortar 6666 LABELING: • . . 6666 6666.. All tiles shall bear the imprint or identifiable marking of the manufactures!* na+ne or logo, or • following statement: "Miami -Dade County Product Control Approved ". • • • • • • • • • • • • • • • • 6666.. 6666.. 6666 69 6666 . .. 6666. 6666.. 6666 6666. 6.666. 666.6. 69 6 6699 • MONIERLIFETILE LLC, BARCELONA 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. 0 NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 6 J ' PROFILE DRAWING NAIL HOLES OVERLOCK a ' 3 5t8" ,1 13" A3rfG UNDERLOCK 0000 . 0 .000 ...66066 6666 . . . 0 0 0 0.66.0. .. 00 6060.0 00000. . 66 6666.... MONIERLIFETILE BARCELONA 900 CONCRETE ROOF TIL 66 6 0 .. 0 66 : 66 •.0 66... . 0. 6666... 0 . 6666.. . 6666 6666 6666.0 6666 . END OF THIS ACCEPTANCE .66.66 0 66 . . 0 • 6666 6666.... 6666.... . . 66..... 660 . 0000 . . NOA No.: 07- 0220.04 w Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 6 of 6 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from M If the M 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 Tile Calculaat Per RAS 127" (Pl.:: x ��1 3� � I`I. � Mg. � 3 = M RD o 1 5 - Product Approval M k , / lo . [� (P 1 x 7 M J ? .� Mg: 13 = Nr •49[03 Product Approval M f ` r (t� (P3: 3 40 43 -� y� ' 1 x7„ ^ ) - Mg: 3 = Mr3. �-- 61 & Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf M required Moment Resistance* Mean Roof Height -> Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. • • • • 0 • Method 3 "Moment Based Tile Calculations Per RAS 127" • • • • • • • • • • (P x L = x w: _ ) - W: x cos B = F Product Approval F • 0 • • :00% 0 • 00400400 •• 4040 0000 (P x L = x w: _ ) - W: x cos 8 = Fr2 Product Approval" 0 • -►+ -40-40 • • 4040•• (P x L x w: _ ) - W: x cos 8 = Fr3 Product Approval F 6 _ • _ * • • • • • • 4040•• • • Where to Obtain Information 4040•• • 0 •••. Description Symbol Where to find • • • • • • • •: • 0000 Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE baled o t•ASEE 7 • • •000 40 Mean Roof Height H Job Site • • • 000 a 0 • • • • 4040.40 Roof Slope 8 Job Site • • • *004 • 0•• Aerodynamic Multiplier x Product Approval Restoring Moment due to M� Product Approval Gravity Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length Product Approval W = width All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 CITY OF PLANTATION y �� y� f Miami Shores Village x 10050 N.E. 2nd Avenue ' rllf� Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Expiration: 07 /141 Pro ject Addr Parcel Number Applicant 410 105 Street 1122310150080 ` Miami Shores, FL 33138 -2043 Block: Lot: PAUL HONORAT Owne Infor Addres Phone Cell PAUL HONORAT 410 105 Street MIAMI SHORES FL 33138 -2043 Contractor(s) Phone Cell Phone Valuation: $ 19,000.00 A ROOFING SPECIALIST INC (954)966 -1185 Total Sq Feet: 3000 Type of Work: Re Roof For Inspections please call: Additional Info: COLOR THRU (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $11.40 RF -12 -09 -36608 $ 339.40 $ 50.00 Education Surcharge $3.80 h Permit Fee - New Roof $300.00 RF -12 -09 -36608 $ 339.40 $ 339.40 $ 0.00 Scanning Fee $9.00 Check #: 13139 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $15.20 Total: $339.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. January 19, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy 0310AUI January 19, 2010 1 Miami Shores Village Building Department DE-L ° 8 2009 L` 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 8 Y. Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. - •o PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing q Owner's Name (Fee Simple Titleholder) _ u c s t S Phone # 1 � Owner's Address ! 't a r C. 1,05 S r � City M " " State r d Zip - 3 - 3 1(o r Tenant/Lessee Name Phone # Job Address (where the work is being done) T 0 IN E ' 05 S� 2 City Miami Shores Villag_e County Miami-Dade Zip ...) FOLIO / PARCEL # I� ' 015 m 3 c Is Building Historically Designated YES NO U-1 (��n qr (PLO , Contractor's Company Name 14 pc)o [' ' h " � Jam" ��_a 1�1 �/ 1 UcLO ` ) / l Contractor's Address I ) S . f �V ° C ' PT) 931 7 2-.5 1-p City 1 1 vv cck d State F L Zip 3 Qualifier Name B ass Phone I i V State Certificate or Registration No. GL 15 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ � 1 , p db Square/ Linear Footage Of Work: 30006 Type of Work: ❑Addition ❑Alteration [ Repair/Replace El Demolition Describe Work: rt -•�'1 ( L PF A c. O�G•'�'1� 7Tt C. Submittal Fee $ Permit Fee $ �W'Q CCF $ •`F\0. C /CC Notary $ Training/Education Fee $ Technology Fee $ f ' Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) rl Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) �) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. "'In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �.. Signature /Al Owner or Agent Contractor The foregoin instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20(91 by day of 1J c.1 evn6eyr , 201 , by who is personally known to me or who has produced who i ersonally known m or who has produced i 'fication and who did take an oath. as ident fi,r "' •,3nd I�fffil�l#�F Oi LY NOTARY PU LI -. �. NOTARY PUBLI ' = MY COMMISSION # DM73N1 � � :� F Z - ,�FTH F'0 UEZ +< EXPIRES March 24, 2013 *: >- t N s vTfli0910 r) ts3 F wm Sign: y: - Sign: Print: 7) ` -01 FbrWallota semice.com Print !;C My Commission Expires. My Commission Expires: ArrLICATION APPROVED BY: , Plans Examiner Engineer Zoning (Revised 07/10/07) ��I ��(A cc'lage ��cGal�q "`• 10050 NE 2 nd Ave Miami Shores, FI 3313 ` Phone 305 - 795 -2204; Fax 305 - 762 -5253 www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. State License B. ✓, Occupational License C. ✓ Liability Insurance Certificate D. ✓ Workers Compensation Insurance or Exemption * * * * * * * ** * ALL INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING * * * * * * * * * ** Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE *********************** �� **** � * p ** � ******************************** A ** , ************ j * � **** � * ► ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Business Name: A go Business Address: scxj+ s9) he. PL.330 Business Telephone: (q—* — t LOU 11 %5 Fax Number: PS;f4 999 655 9 Qualifier Name: j Jan 19 2010 3:21PM HP LRSERJET FAX p,2 I ANA OP BUSINESS AND PROFESSIONAL REGULATION ca STRtICTION INDUSTRY LICENSING HOARD (850) 487 -1395 19. fl NORTH MONROE STREET .�` SEE FL 3 -2399 -0783 HAS S JEFFREY H A R66 ING SPECIALIST IbTC 472.1 S.W. '51ST ST., HAY #22 DAVIE FL 33314 Congratrilationst tills: itcensa you beccxrre one of the Hearty one million Floridfans liicensed ti the Department or Business and Professional Regulation, Our prdb8awals a businesses range from architects to yacht brokers, from " "boners to berbeque r mdaurants, and they keep Florida's economy strong. Every day we work tc improve the way we do business in order to serve you better.. 4 for k0ornotfortaboul our serer, Please log onto www .myflorldalk .cam. There you. can W rn xe i:tfarnu3#iorr about our divisions and the regulations that impact you, atgxwdbq i to department newsletters and team more about the Department's inftkAv Ps. Our mission at the Of ipartment is: License Effiderntly, Regulate Fairly. We constantlystiveto you better so that you can serve your customers. Thank you for doing iness in Florida, and congratulations on your new license! DETACH HERE ore 3.924 8 2 STATE OF FLORIDA DSPAR �fl It S 2 U 'R3T SZNQL80I ULATI4I�I... - _ gE�ZQe�ssa�� r. '' Il.EhI9;R R '0s is 20 -08 : o 6 0 CCi3 , $7.8Btt : The ROOF NG ONTRACTOR ._ Named .belc6iw S CERTIFI UY=der thy' P:C' - i *ioaa :of 1C!haPter , ExPiratiaa .d t ®:: AUG 31, 2 010 A ROOF SPECIALIST fNC 470 0 SETS DAVIE -.FL 33314` 4 H. a CRIST CHARLES, W. _ DRAGO GOVZRN SECRETARY Dt$PLA'Y AS' REQUIRED BY: LAW _Jan 19 2010 3:21PM HP LASERJET FAX P, 1 ROWARC COUNTY LOCAL BUSINESS TAX RECEIPT 11 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33309 - 1895 —!954-831-4000 VAUD OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 i � Receipt # 165 DBA: Business Type= ROOFING /SHEET METAL COId'I C f Business acne: A ROOFING SpECIAL,IST INC (ROOFING CONTRACTOR) 1 0Wn0T aMG: JEFFREY SASS Business Opened: 04/17/200 B us i ness Location: 911 s sa A VE BAY 2 StatelCounty /CertlReg• CCC 132 7 89 0 HOLLYWOOD on Code: NONEXEMPT Business hone: Exempt Ro oms Seats Employees Machines Professionals i I � :�,:�. For Vending Business Only Number of Ma Vending Type: a Tax Amount Transfer Fee NSF Fes Penalty Collection Cost Total Paid O.QO 32.70 !. i 2.70 o.ao ; 27-00 3.00 0.00 i I ! I ' i I' i THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS s '. j THIS BEC MES A TAX RECEIPT This tax is levied for the privilege of doing business a n d / r Muni County and is WHEN VA DATED non - regulatory in nature. You must meet all County and/ Munici pality planning k and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that 3 Mailing Address: it is in compliance with State or local laws and regulations. i Receipt #12A- 09_000 A RO0FI1,9G SPECIALIST INC Paid 10/06/2009 32.70 1 911 S 5a AVE BAY 2 HOLLYWO D, FL 33023 i i P.1 CERTIFICATE NO. I DATE A. DR D. CERTIFICATE OF LIABILIT INSUR ANCE 11 AC09- 00 OS20.8 G f PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Highpoint Risk Services LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 14160 Dallas parkway $500 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Dallas, TX 75254 (800) 632 -5096 (972) 715 -0959 Fax: (972) 404 -4450 INSURERS AFFORDING COVERAGE INSURED: AMS 1 /c /f: UJSURERA: A ROOFING SPECIALIST, LNC. INSURERB' First Mercury Insurance Co. 911 S 58th Ave INSURER C: James River Hollywood, FL 33023 (9541 966 -9102 Fax: (954) 989 -5359 INSURER D: INSURER E: AGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 16 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rE] 1NSR -TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE XPI T LIMITS GENERAL LIABILITY FMTX005652 04/24/2009 04/24/2010 EACH OCCURRENCE S 1000000 COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any One Fire) S CLAIMS MA 9E OCCUR 50000 X MEO EXP (Anyone peralx>) 5 5000 B PERSONAL & ADV INJURY $ 000 GENCRALAGGREGATE $ 2000000 GEN'L AGGREGATE LIM17 APPLIES PER: PRODUCTS- COMP/OP AGO S 2000000 POLICY PRQ LOO AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT b ANY AUTO (Ea aoccWM ALLOWNEDAUTOS BODILY INJURY f SCHEDULED AUTOS (Par PM-) HIRED AU70S BODILY INURY NON -ONMED AUTOS (Per adodenp f PROPERTY DAMAGE f (Per W.6den0 GARAGE LIABILITY AUTO ONLY - EA ACCIDENT b ANY.AUTO OTHER THAN FA ACC f AUTO ONLY: AGG S EXCESS LIABILITY 000270402 09/14/2009 09/14/2010 EACH OCCURRENCE f 2000000 X OCCUR CLAIMS MADE AGGREGATE S 2000000 C S DEDUCTIBLE S RETENTION S 10000 & WORKERS COMPENSATION AND WC77779990901 04/01/2009 04/01/2010 X WOSTATU X OTH EMPLOVERS• LIABILITY E.L EACH ACCIDENT S 1000000 A E.L. DISEASE - EA EMPLOYEE S 1000000 E.L DISEASE - POLICY LIMIT $ 1000000 OTHER LIMITS f LIMITS S 1. This certificate remains in effect, provided the client's account is in gggod standing with AMS. Coverage is not provided for any employee for which the client is not reporting wa es to ADIS. Applies to 100* of the employees of AMS leased to A ROOFING SPECIALIST, INC., effe ?Live 04/01/2009. * +PLEASE SEE ATTACHED EMPLOYEE ROSTER. *** CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED PULIG.Iltb tM GANCELLED BEFORE iNt EXPiKA14UN DATETHEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTCN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL 1�05C Northeast Shores Village e Avenue IMPOSE NO OBLIGATION OR LIABILITY OF ANY RIND UPON THEINSUREit, ITS AGENTS OR sst 2n6 Miami Shores, FL 33138 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25-S (7197 ) 0 ACORD CORPORATION 1988 10050 NE 2 nd Ave * Miami Shores, Fl 33138 •••• ■•`" Phone 305 - 795 -2204; Fax 305 - 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2 nd Ave Miami Shores, Fl 33138 Re: Owner's Name: A mJV - C(k Property Address: 4 i' t - E } Roofing Permit Number: Dear Building Official: I A ,kt oq- k 0 C- - certify that I am not required to retrofit the roof to wall connections of my building because: e just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name '- PATRICK A. CONNOLLY State of Florida =' MY COMMISSION # W873MI County of Dade - EXPIRES March 24 2013 The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Lty- Sworn to and subscribed before me this day of ►yaVm t a Notary Public, Sate of Florida at Large An— When the just valuation of the structure for purpose of ad alorem taxation is equal to or m e an $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contra or the Roof to Wall connection Hurricane Mitigation. � 5HOR e s Miami shores Village faggot" t" Building Department 10050 N.E.2nd Avenue y + Miami Shores, Florida 33138 OR Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09-,Pod 7 Job Name: I , 2009 Page 1 of 1 o � . Building Critique Sheet IT) A �o,.�^lG I o 00-an, ,i DC, C'- LC'J�� j- - c rt /Lt.- fjZ!r: 44- Q �EZt1il L C laAA r � act cJ� /J�7' Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 SNORES G1 �t moll Miami shores Village Building Department J�LORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT r4, PERMIT #: r `-� "`� r DATE: l < < < I, �tw►a'� ��2�s� V/ Contractor 'Q,oc, %�►4- 5'�L c c �"( ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) '�'1 t1 2-. �.1 R,7,,d, tKP- Address: 'A I U N CZ,. N- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INI AL: RESUBMITTED DATE: PERMIT CLERK INITIAL: ♦ SgoREs Lf ... ..... m iam,i hores Village � Building Department �Lo A R � 10050 N.E.2nd Avenue ID 1 Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: DATE: '*Contractor ❑ Owner ❑ Architect P' ked =sets s and o er)�} l , Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to fie brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: , vx PERMIT CLERK INITIAL: Sc,NoRFS �, 11/1 iami shores Village NINE � � Building Department 10050 N.E.2nd Avenue L,� Miami Shores, Florida 33138 IN OR►IDA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 0)OP-7 s e Job Name: 2009 Page 1 of 1 Building Critique Sheet & -� Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 . - OR 193 $ Miami shores Village poll ,.,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 eIOR'1Dp' Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09- 7 Job Name: 2009 Page 1 of 1 Z/Y Building Critique Sheet 100, m . .s' a t 64ZA / /� �. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 NOTICE OF COMMENCEMENT C FN 28=E09R1387.4 -745 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION R Bk 27107 P s - � 033; (1 P 9 HARVEY RUVIN? CLERK OF COURT PERMIT NO. TAX FOLIO NO. ZZ I OI fJ T_DAUE COUNTYr FL[lh:Ili�A L ' PAGE STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: _ 3 1 6942 Mfrrnr 51'� -I Lot e, i m r I ?Z A. 5 I Coe- NE IDS �j M FL 2. Description of impr ppvement: r' * k�1{ 3. O, ner s) name and address: `,, 'r 0. OG 1 N I l7 h ( 1- t�ptM t ►for , I (o Interest in property. Name and address of fee simple titleholder. 4. Contr ctor's ame and address: , %lie. I I 5. Surety: (Payment bond required by owner from contractgrt Name and Address: Amount of bond $ ' '� Z' 6, Lender's name and address: n la 7. Persons within the state of Florida designated by Owner up n whom notices or other documents may be serves as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: r Ic1 _ 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 date is 1 year from the date of recording unless a different date is specified) Signa ure of Own �- ✓� / Print Owner's Name CO�(!S' Prepared by t �JAP4. Wes Sworn to and subscribe efor4 me thi day of 20 `= !_ , Notary Public: Address: 8111 5 &tom Print Tip My CO )(IIi�ASn a !OWN � A EXPIRES Fyi dl 2 , I (4073Q8d)S53 F rY1rn.cQm Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Section A (General Information) Master Permit No. Process No. Contractor's Name h�� ACA �De C rtJli S 4 Job Address C) N Roof Category Low slope — Mechanically Fastened Tile Mortar /Adhesive Set Tile Asphaltic Shingles Metal Panel /Shingles Wood Shingles/ 1 50 Roof Type New Roof Re- roofing _Recovering Tiepai Maintenance Roof System Information Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total q �.C) oZ !DD dC Pe r i vvt r � .Q c Section B Roof Plan C & r,n r 3 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. 9H. E s 4 k j t s • •F • •� • . s • •E 3 , _ •j {._ jy.r._ _ _...j,_. 44 ` .. ns b —°-• -- --e- -3—� i 4— W s 1 I 7 t I R:, f • • o r • • • • • • • • • • • ••• • • • ••• • • Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Section C (Low Sloped Roof System) Fill in the specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as "NA ") System Manufact { urer: ( �� 5 -f o P1 Field: : "o /c @laps & rows @ "o /c NOA No: 0 -7 ^ © Q j o Perimeter: "o /c cr laps &rows a "o /c Design Wind Pressures, From RAS 128 or Calculations: Corner: "o /c © laps &rows ® _4_ "o /c Pmax 1: / #Z Pmax 2: - (a Pmax 3 _ 2 1 r Number of Fasteners asteners Per Insulation Board r Maximum Design Pressure, From the Specific NOA Field Perimete Comer4A System: ° S Z , 7 CC t# 7 Deck: / Illustrate Components Noted and Details Type: [ WOOG As Applicable: e^/ / Woodblocking, Gutter, Edge Terminations, Gauge/Thichness: J cs Stripping, , Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - flashing„ Coping, Slope Etc. Anchor/Base Sheet & No. of Ply(s): A1114 Indicate: Mean Roof Height, Parapet Height, Height AThickness: of Base Flashing, Component Material, , Material Anchor /Base Sheet Fing Material: Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with Insulation Base LayeRAS -I 11 and Chapter 16 Base Insulation Size Base Insulation FasteMaterial: S gs Top Insulation Layer: Top Insulation Size an /*q)etwatlHeightFt. Top Insulation Fastenaterial: ---^'^ 7f A Base Sheet(s) & No. of Ply(s): S S �� V/ BASE Base 2ve FastTer/Bonding Mateda LA) _ MemtRonfHeight�Ft. Ply Sheet(s) & No. of Ply(s); /A f N � v CZ� Ply Sheet Fastener/Bond' g Material: AS n h A lk �► y Top Ply: 5 1 S Ir P, To4Ply Faste onding Material: Surfacing: &V.4 Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Section D (Steen Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (from 127 or Calculations): P 1:" P2: ' ✓' 1 P3: Maximum Design Wind Pressure 6 (From the NOA Specific System): L \ Method of tile attachment: (b Q 1 tw Steep Sloped Roof System Description Deck Type: Wood Underlayment Type: p S Insulation: N A Fire Barrier: 'A Fastener Type & Spacing: 1 r �.,� (o" o • C • AdhesiveType: N R- Type Cap Sheet: SLA rT - A F' 'T� 1e ti,r. ear 1 � n►��o� Roof Covering: E o, T-'>cxAloye 2011 c o w% C r eM Roof Slope Type & Size Drip a � :12 Edge: Z y i q mky. _ 1 2 1 RidgVentilation? Mean Roof Height: .. ... .. ... .. . . . .. .. . . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION SECTION E (Tile Calculations) For moment based the systems, chose either Method for 2. Compare the values for M with the values from M If the M values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 127" P J x a _' '� b -Mg: = Mrt: .' j NOA M P2: S, { X,% _ aG.i3 & Mg: ctL. 03 = M .'1 NOA M P3: �.. 1 x • add _ -1 -Mg: = M NOA M Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below: 3 NOA M M Required Moment Resistance* Mean Roof Height Roof Sloe 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *This table 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. Compare the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P x 1: = x w: - w: x Cos 0: = F NOA F': (P x 1: = x w: - w: x cos 0: = F NOA F': (P x 1: = x w: - w: x cos 0: = F NOA F': Where to Obtain Information Descri tion Symbol Where to Find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by a P.E. based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier NOA Restoring Moment due to Gravity M NOA Aoxhmsnt Resistancap • • • • Me NOA e uired 4oriiwi Rasi ae • • M, Calculated M 'mud 2atIclikelt 4silifte F' NOA R uired'1? lift'lftsistInce• ' • • F, Calculated Average Tile Weight W NOA ,, Tile Dimensions 1= length NOA • • • • •• •• • • • • • w =width � * 411 :a1Cul9.tio Ihujt tt sgbrgitted td the Building Official at the time of permit application. • • • • • • • • • • •• City of Lauderdale Lakes .... . •..•.. . • . . ••• • • SECTION 1524 HIGH - VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High- Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion 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 Chapter 16 (High - Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system.) 1�- 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. 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. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. . 7. Ventilation:. Most•i�oof structures should have some ability to vent natural airflow through the • intiri& t'!e ` structural assembly (the building itself). The existing amount of attic ventilation 0 ,. 0911 -qQt tf%rjaicgo! It may be beneficial to consider additional venting which can result in extending the service life of the roof. as . . . Owner A ent'.� _ Matt) � ignature :' Date r or's Signature ... . . . . ... . . . . . . V: . . . . . .. .. • . . .. .. MIAMI- DADE MIAMI -DADE COUNTY, FLORIDA - METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Firestone Building Products Company 310 East 96 Street Indianapolis, IN 46240 -3702 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. DESCRIPTION: Firestone Modified Bitumen Roof Systems over Wood Decks 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 NOA renews NOA # 03- 0819.04 and consists of pages 1 through 34. The submitted documentation was reviewed by Jorge L. Acebo. - NOA No.: 05- 0830.10 Expiration Date: 03/08/11 Approval Date: 12/29/05 Page 1 of 34 ROOFING SYSTEM APPROVAL Cateaorv: Roofing Sub- Categga: Modified Bitumen Material: APP /SBS Deck Type: Wood Maximum Design Pressure -52.5 psf Fire Classification: See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Sped cation Description APP 180 39.4" x 32'10" ASTM D 5147 Polyester reinforced modified bitumen, granule surfaced membrane. Torch applied. APP 180 FR 39.4" x 32'10" ASTM D 5147 Polyester reinforced, fire regardant modified bitumen, granule surfaced membrane. Torch applied. APP 170 39.4" x 33'6" ASTM D 5147 Polyester reinforced modified bitumen membrane. Torch applied. APP 160 39.4" x 32'10" ASTM D 5147 Polyester reinforced modified bitumen membrane. Torch applied. MB Base Sheet 36" x 108' ASTM D 5147 Fiberglass reinforced base sheet, asphalt coated on both sides. Applied in hot asphalt or mechanically attached. SBS 39.4" x 33'10" ASTM D 5147 Granule surfaced, modified bitumen membrane reinforced with non -woven polyester mat. SBS FR 39.4" x 33'10" ASTM D 5147 Ceramic granule surface, modified bitumen membrane reinforced with non -woven polyester mat. SBS Premium FR 39.4" x 33'10" ASTM D 5147 Ceramic granule surface, fire rated, modified bitumen membrane reinforced with non -woven polyester mat. SBS Base Sheet 39.4" x 50' ASTM D 5147 Fiberglass reinforced SBS base sheet. Applied in hot asphalt or mechanically attached. SBS Smooth 39.4" x 33'10" ASTM D 5147 Smooth surfaced, modified bitumen membrane reinforced with non -woven polyester mat. Applied in hot asphalt. SBS Premium 39.4" x 33'10" ASTM D 5147 Granule surfaced, modified bitumen membrane reinforced with polyester mat. Applied in hot asphalt. NOA No.: 05. 0830.10 ° Expiration Date: 03/08/11 +� Approval Date: 12129/05 Page 2 of 34 Test Product Product Dimensions Specification Descrlption SBS Glass 39.4" x 33'10" ASTM D 5147 Fiberglass reinforced, granule surfaced, modified bitumen membrane. Applied in hot asphalt. SBS Glass FR 39.4" x 33'10" ASTM D 5147 Granular surfaced, fiberglass reinforced, fire regardant, modified bitumen membrane. Applied in hot asphalt. Type IV 33" x 180" ASTM D5147 Fiberglass reinforced, asphalt impregnated, roofing ply. Applied in hot asphalt. Type VI 33" x 180" ASTM D5147 Fiberglass reinforced, asphalt impregnated, roofing ply. Applied in hot asphalt. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) Pyrnx Isocyanurate Insulation Apache ACFoam I, ACFoam II Isocyanurate Insulation Atlas Roofing Corp. ISO 95 +, ISO 95+ GL, 95+ GW Isocyanurate Insulation Firestone ISO 95+ Composite Isocyanurate Insulation with perlite facer Firestone Fiber Top Regular wood fiber insulation Firestone Rhoflex Composite Polyisocyanurate foam / perlite insulation Firestone Dens Deck Silicon treated gypsum G -P Products ENRGY 2, ENRGY PSI -25, Isocyanurate Insulation Johns Manville UltraGard Gold II, U1traGard II Fiberglas Fiber glass roof insulation Johns Manville Fesco Foam Isocyanurate Insulation with perlite facer Johns Manville High Density Wood Fiberboard High Density Wood Fiber insulation Generic board. Perlite Insulation Board Perlite Insulation Generic Iso -Lite E Polyisocyanurate foam insulation International Permalite Multi -Max FA Isocyanurate Insulation Rmax, Inc. ` o NOA No.: 05- 0830.10 Y ' Expiration Date: 03/08/11 Approval Date: 12/29/05 Page 3 of 34 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Firestone All- Purpose Insulation and membrane Various Firestone Fastener fastener 2. Firestone HD Fastener Insulation and membrane Various Firestone fastener 3. MB Barbed Metal Metal plates used for 2" dia Firestone Seam Plate membrane securement. 4. Hexagonal Plate Insulation attachment 3-'/8" x 2- Firestone hexagonal plate 7 /8" 5. Seam Plate Membrane seam attachment 2 - / dia Firestone plate. 6. Metal Plate Membrane attachment plate. 2" dia Firestone 7. Dekfast Fasteners Insulation and membrane Various Construction fastener Fasteners, Inc. 8. Dekfast Hex Plate Insulation and membrane Various Construction fastener Fasteners, Inc. 9. #12 & #14 Roofgrip Insulation and membrane Various ITW Buildex fastener 10. Metal Plate Galvalume AZ50 stress plate 3" square ITW Buildex 3" round 11. Plastic Plate 3.2" round polyethylene stress 3.2 round ITW Buildex plate 12. Olympic Fasteners Insulation and membrane Various Olympic Mfg. Group fastener 13. Olympic Standard 3" round Galvalume AZ55 3" round Olympic Mfg. Group stress plate 14. Olympic Plastic plates for fasteners. 3" round Olympic Mfg. Group 15. Insul -Fixx Fastener Insulation fastener for use in Various SFS Stadler, Inc. wood, steel and concrete decks 16. Insul -Fixx S Galvalume AZ55 stress plate 3" round SFS Stadler, Inc. 17. Insul -Fixx PG Polyethylene stress plate 3" round SFS Stadler, Inc. 18. Tru -Fast Fasteners Insulation and membrane Various The Tru-Fast Corp. fastener 19. Tru -Fast MP -3 3.23" round Galvalume AZ50 3.23" round The Tru -Fast Corp. steel plate o NOA No.: 05- 0830.10 Expiration Date: 03/08/11 Approval Date: 12/29/05 Page 4 of 34 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 20. Tru -Fast Plastic Plate 3" round polyethylene stress 3" round The Tru -Fast Corp. plate EVIDENCE SUBMITTED: Test Auency Test Identifier Description Date Factory Mutual Research Corp. J -I. 1D5A8.AM Wind Uplift Classification 09/09/98 Factory Mutual Research Corp. J.1.3003597 Wind Uplift Classification 07/14/99 Factory Mutual Research Corp. J.I. 3004786 Wind Uplift Classification 05116100 Factory Mutual Research Corp. J.I.3005030 Wind Uplift Classification 08/08/00 Trinity Engineering, Inc. 4810.01.96 -1 Uplift Resistance 01/31/96 PA 114(C) and PA 114(D) Exterior Research & Design, LLC. 4810.10.96 -1 Uplift Resistance 10/31/96 PA 114(J) ACRC, LLC. ACRC 03001 TAS 114 03/06/03 ACRC, LLC. ACRC 03007 TAS 114 05/01/03 Y _ NOA No.: 05- 0830.10 Expiration Date: 0310841 Approval Date: 12/29/05 Page 5 of 34 Membrane Type: SBS Deck Type 1I: Wood, Non - insulated Deck Description: 19/32° or greater plywood or wood plank fasten to supports with #8 x 1 -5/8" wood screws at a maximum spacing of 6" o.c. System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Only of Firestone MB Base mechanically fastened to the wood deck as described below: __ Fastening #1: Base sheet shall be lapped 4" and fastened with Firestone #14 AP fasteners 3" Round Metal Plates 12" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Fastemng #2: �� Base sheet shall be lapped 4" and fastened with approved roofing nails and tin -- - caps 6" o.c. at the la and two rows s tag g ered in the r " p p s gg c enter of the sheet 6 o.c. Ply Sheet: One or more plies of SBS Smooth or SBS Base sheet or Firestone Type IV or VI ply sheet adhered in a full mopping of approved asphalt applied witlue EVT range and at a rate of 20- 401bs. /sq. Membrane: One ply of Firestone SBS, SBS FR , SBS Smooth, SBS Premium, Premium FR, SBS Glass or SBS Glass FR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surfacing: (Optional) Install one of the following: 1. Gravel or slag at 400 lb. and 300 lb., respectively, set in a flood coat of type III or IV asphalt at 60 lb. /sq.. 2. Karnak No. 97, No. 97 AF at an application rate of lV2 gal. /sq.. Maximum Design Pressure: —52.5 psf ( See General Limitation #7) _ NOA No.: 05- 0830.10 Expiration Date: 03108111 Approval Date: 12129/05 Page 33 of 34 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 lbs. /sq., 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 12 lbs. /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 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 1bf. 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. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, 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 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 05- 0830.10 Expiration Date: 03/08/11 Approval Date: 12/29/05 Page 34 of 34 ' 2006' RnOING' Ay1�1T�RIAfL�371N[�P SaY3Yi):1111b"+DIl��7?0AY ROOF• CO.VERINGi MATERIALS (TEVT) ROOpCt)YER1tJla,MAT�RIALS(TEV7) 155 �. hoofing Syste6 (TGFU)— Co11tinued Roofing Systems (TGFU)-,Continued a k` Uniroyyai•bonding::system. The membrane isi4dheredLiwith,: "Royal Membrane 'Tlatinum" (:EPDM} fully;,adlhered, with "BA 2004':,:1 -2/3 ya (L! ,h1b504" bonding.adhesive applied at 60 sq ft/.gal, The membrane laps aze sealed with Royal M6365" lap adhesive, applied at 75!sq•.ft/ /gal. The gal/sq. }14 sedges gaulked: wath "Royal 6346''. 144:;Deck: NC lncline:•3 =1/2 2 Ashland Chenucal bondirjg } system The membrane is, a dhered with Insulation (Optional) Any -UL Classified, any thickness, mechanically + " 21, PLIOB�1�(D•.2375 bonding, allhesipe, applied at 60 sq ft/gal. The attached,: °kla {! membFane laps are sealed wifti PLtOB'OND 9`053 Tap adhesive at 131 Barrier Board G -P Gypsum DensDeck®, 1/4 in. thick, mechanically lih ft /gal The lap edges are caGjked with PLIO$OND 5533 fastened. t %132 Deckt NC incline: 1/4 Membranes "Platinum" EPDM ; )` Insulahon Cel6fex "' Top R II" or "Celo -Foam Ultra ", an y th' cluiess. gal /sq. ( )fully' adhered with 'BA 2004 "; 1 -2/3 $3erYlbrarie "RUbbeGard MAx" (015M), 45; 60`6r 75'itiil: 245. Deck: NC Incline: 2.1/2 +3 Dk�Tf: C 15132" Incline: 1/4 Insulation (Optional) 150 95 +GL ", any thickness, mechanically Insulation: Celotex "Top -R -II" or Celo -Foam Ultra", any thickness. ( ( ) attached. mechanically fastened`. F' " "Ftembtane: RubtierGard MAX EPDM 4S, 60 or 75 mil. Insulation "HailGard' mm 1 -1/2 in. thick, 54. Deck: NC Incline 1 Membrane: "Platinum" (EPDM), ftillyadhered with "BA 2004 ", 1.2/3 InsulA r1 {O0hof Q- .'Any UL Clas sifted, any thickness. (ET'S must be gal /sq. c covered with 1/2 in min wood fiber, lass fiber, erlite or sum' wall 146 Decjc NC board) g p gyP Incline- 2 4i Insulation: ISO 95 ±GL', any thickness mechanically fastened. x, BastSheet: Oiie Oi mbre plies Type GT; `G2 Or'G3 or "MB'Base Sheet ", Membrane: Platmu m fully adhered with $ 4 ", 1 -?/3 200 gal /sq. x +' mechanically fastened or hot mofiped. Surfacing: 'Pt~- 100Goating'; 1 gal /sq. br;d6: "SBS FR' ^(modified bitumen) hot mo ed'. 147. Deck: NC E X35 D ck: C 15/32 PP Incline: Unlimited Incline 1/2 Insulation (Optional) Any UL Classified any mechanically ase Sheet. One or }pore layers! M$ Base• She et' , (Type =G2), mechani- attached. i -ally fastened: +Barrier Board: G -P Gypsurrt.:DensDeckO 1/4 in. thick, mechanically "aPJy B1ieeN One or'rttore layers "T IV " or 'Type VI" (Type Gl), hot fastened. e +�n� , . , ;rntopped. Cap Sheet: One layer SBS F or "SBS Premium FR ", modified Membrane: Platinum` fully adhered4ith'"&A2004 , 1=2`/3 gal /sq. bitumen), hot mopped•; . *,. ( Surfacingr 'PC -i00 Coating" ,1 gal /sq, 436. Deleted 148. Deck: NC Incline: Unimited crDeeKed Insulation (Optional):- ISO'95 +GL any, thickness, mechanical) NC attached Y Incline 1/2 Insulation 'H'ailGard" mm 1 -1/2 in. fastened. a t ` lnsulatton (Opt Any UL Classified polyisocyanurate; .wood fiber, glass fiber or perlite, any , thickness, hot mopped or mechanically Membrane: 'Tlatinum" .(EPDM), fully adhered , With "BA 2004", 1 - 2/3 �• fastened., g q Base Sheet "SBS Poly Porch Base", heat fused. Surfacing :, ''PC 100 Coating ", l gal /sq. ,1 0.1y °Sheet:(Optional) .One or. more la• ers ° T, e 4`Vf, '"1; e VI", MB 149. Deck: C-15/32 Inclme.'Unlimited Y YP " Insulation (.Optional): "ISO 95 +GL ", or any other UL Classified Base Sheet", "SB$ Sheet ;'•SBS Smooth", 'SBS.Premium•B", x h ase Street i ot mopped or ",.SBS Poly Torch Base Sheet', mechanical) fastened in the Barrer Board: any thickness, loose -laid or mechanically fastened. d sidejap, then overlap•js•heatffusedd Y Barrier Board: G -P Gypsum "DensDeck®" or "DensDeck Prime" Membrane: One #r Yxt #re la krs 'SBS •> R" or "SBS Pre min 1/4 m thick, mechanically fastened. Y Premium FR" Base.:Sheeh SBS .Glass Torch Base ",. heat fused or any other UL t {modified biturhen) hotr!.iopped , Or 'SBS FR Torah Grade" modified r bitumen), heatfused ( Classified Type G1 or Type G2, hot mopped or mechanically: fastened. c 139. Deck: C -15/32 Membrane: "SBS Metal Flash -AL heat fused: Incline: See below 150. Deck: NC ?.: Shp Sheet: TWO layers WersaShield Underlayment or; "VersaShield Incline: i . Bi BB ' preliatitaary.attoch Tent. , Insulat :on.( Optional) Any ULClassifled • except Polystyrene {extruded 1 • Insulation. Firestone "ISO 95+ GL" (any, thickness), mechanical) and expanded), an combination; "any thickness. " attached Y Base Sheet: One or more plies "MB Base Sheet M", "Ply IV (4) M ", 'Ply Membrane Firestone ::045 or ..060 LS Flt' (1 /2:12) . "ItubberGard VI (6) M or "APP 80 -01ass Base-:Coo1 ",.mechanically fastened or adhered with "Modified+ Bitumehtold Adhesive", 1 -1/2 al /s "RubberGard MAX:FR' (1- 1/2 ;TPp .12); UltraPl g q Y ( 1/2 Pl'. 'Sheet ( Optional): APP 8 :.Glass Base Cool ; "APP 160:Cool" or 14 EPDM membranes 'may be coated with "I'C -100" a maintain rating, t 1 gal /sq and APP 170 Cool", mechanically - fastened or adhered with `Modified 1 ` i 1tl0;Deck ,G15/32 Bitumen Cold Adhesive' 1/2 gal /sq. Incline: See below Membrane "APP 180 FR Cool" :heat fused or adhered with "Modified S1tp.$heet Two layers "Versa$hield FB 16"; reliininar attachment. Insulation Firestone "ISO 9b+ . 1" P Y Bitumen Cold Adhesive", 1 1/2 gal /sq, C (any thickness), •mechanically attached. Base Coat (Optional) ;ACRYLIC$aseCoat for Asphalt ";1 -1 gal /sq. Surfacing (Optional)- !PC -100 Coating ",:l gal /sq: : Membrane: :Ftrestttne , 045. or .060; '15-ER (1/2:1 "RubberGard 151. Deck: C -15/32 s MAX" or 75 mil (1/2:12); "RubberGard MAX FR (3/4 -12); UltraPl TPO Incline: 2 (( 1/2 12), EPrDKmembranes may be coated with "PC-100" at 1, al / Insulation (Optional): Polyisocyanurate, perlite, wood. fiber or and maintain rating. g q polyisocyanurate /perlite board any, thickness. 141. Deck: NC Barrier; Board: 1 /4 in (min) G -P Gypsum DensDeck ®, mechanically Incline: 1-1/4 fastened with all joints staggered 6 in. from the plywood joints ' :'Insulation Any UL Classified, any thickness, mechanically fastened. Base Sheet: ''SBS Base PIS" (poly /sand), mechanically fastened or Insulation: Oriented strand board,.,•miw 7/16 in; thick, mechanically "Elas,tofast SATR Base", self adhered, fastened. Ply Sheet (Optional): "Elastofast SA FR Base ", self adhered., Membrane: "I)1traPiy TPO" 142. Deck: NC Membrane: . "Plastofast SAaFR Cap "�br:'llastefast'SA,ER:Cap ", self Incline: 1/2 adhereda Insulation (Opttonala 'ISO 95+GL ", any thickness, mechanically 152. Deck C -15/32 Incline- ne 112 Insulation ( Optional): Polyisocyanurate aa5 mE '(min) with all: joints Base Sheet.- ,One. layer "SBS Glass . Base SA" or WB ,Base SA ", self ,, , adhered . staggered 6 in '(min) from the plywood joints , Membrane "SBS Premium FR ", "SBS Premium FR Torch Grade:', "SBS Baslf Sheet I}ype G2, mechanically fostered #oflowed by "SBS Base P /S ",:mechamcally fastened. FR" "SBS,FR', "Slf$ FR Torch FR Ply Torch Grade" APP 180 FR" and "Rhoflex'ER." „hot mopped ed or heat fused. Me Sheet (Optional):. Elastofast SA FR Base ", self adhered. 143 NC Incline: 1/2 PP Membrane: :'Plastofast SA FR Cap" or "ElastofastSA FR Cap ", self Insulation "ISO 95 +GL ", any thickness, mechanical) fastened- adhered. Y' 153. Deck: NC ;t Incline: 2 ;{ ;. i MIAMI MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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.0 1 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. .. ••• .. ... .. . • . .• .. • . . .•. ... .. . . . . • . . . NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 ' ' ' ' "• • • • Page 1 of 7 • •• •• • • • •• •• ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Prope Test Results Density ASTM D 1622 1.6 lbs. /ft. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change cr -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: Th'L-pkyliealp 1;aperti ;s bated above are presented as typical average values as determined byaccep#eti•QS: rit LeA d►ethods 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 -IPA 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[l] 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. .. ... . . . . .. .. . . F'= • NOA No.: 06- 0201.02 }•' — • Expiration Date: 05/10/11 Approval Date: 04/13/06 • • • • Page 3 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro& AH160 roof tile adhesive and its components shall be installed in accordance with 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® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles 1 #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: .. ... . . . . . .. As required] by t1V $AW104 CMV15 , n order to or applicable building code i properly evaluate the installatio"df thin syvrcni..' ..' .. . . . ... ... 9 _ 0 NOA No.: 06- 0201.02 �° Expiration Date: 05/10/11 11 Approval Date: 04 113106 • ; • Page 4 of 7 . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Underlayment Paddy (Beneath rile) - Undedayment I 10 in. - -- 10 in. �n e Eave Course Fascia EawCoerse Fascia Weephole Eave course only: Eave course ony: Eave closure Eave Closure Keep adhesive approx, Keep adhesive approx. Drip edge 4 in. up from weepholes 4 in. up fro m weepholes Nail through plastic cement Paddy (Beneath Tile) Optional bes for --- -' 1) Place enough adhesive lo achieve 17 to 23 Nail through lo cement Undedayment square inches in conW with the pen steep p � e ons gh p Isst 2) Turn covers upside down. Place adhesnre 112 in, To 1 m. From outside edge of cover file. Then install the tile. G Undedayment 10 in. 2 in. o Eave Course j Eave Closure Eave course only: Remov Keep adhesive approx. 4 in. up Fascia lop lion from weepholes of the eave She*ft course cover tile. Abut to second course of optional tiles. Ensure eave end of pan and cover tiles are Point-up Mortar Bush at gave One, on longitudinal edges of toe Eave closure Weephole Fascia Bo r (mortar shown) •• ••• • • • • • •• •• ••• •• • • • •• •• • • • ••• ••• • NOA No.: 06- 0201.02 . • Expiration Date: 05110111 `- Approval Date: 04/13/06 • • • • Page 5 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Paddy (Beneath Tile) Underlayment Underlaymen! . 1 ° a Tin. i�2 in. ° 7 in. i 2 in. Eave Course Fascia Fascia Weephole Eave Course Eave closure Eave Closure Drip edge Nail through plastic cement Paddy (Beneath Tile) Ur&rtayment T in. i .�-z in. Eave Closure Eave Course Fascia 00 000 00 0 0 0 00 • • • NOA No.: 06- 0201.02 • Expiration Date: 05110111 Approval Date: 04/13/06 "' Page 6 of 7 00 00 0 0 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement paddy Nail through plastic cement Single paddy under file (between tile) Underlayment Single paddy between file Paddy 2 in. x 7 in. medium (under tile) ° 0 size paddy eave ^ course only Single paddy Sin. under tile }�r'3 in.x 3 in. I x 3 in. 411n. I f4 in. Single in. Single paddy on 2 in. - u Wer- paddy on layment under - layment Q Single paddy Fascia Eave course on top of the Weephole Single paddy Eave Eave closure on top of file 2 in. X 7 in. medium Course size paddy eave Fascia course only Drip edge Nail through plastic cement Single paddy under the Single paddy between tile ° j�M3 in. x 3 in. 4 in. ° Single paddy onundedayment 2in` ° Single paddy Eave Closure on top of tile 2 in. x 7 in. medium Eave Course size paddy eave course only Fascia .. ... . . . . . . . . .. . . . . ... . ENII OF THIS ACCEPTANCE .. .. . 000 Go 0 00. 0.0 .. 0000 •' • 0 : . :. NOA No.: 06- 0201.02 0 Expiration Date: 05110111 ' Approval Date: 04 /13/06 • • • • Page 7 of 7 .. . . . ... . . . . .. .. . . . .. .. ... . . . ... . . MM IA BADE MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33136 -1563 NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908 Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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: Malibu Concrete 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 NOA cgnsists .. of . p JeC 1:1 toggl2 7. The submitte(f docdiientation 1v3s Ievievred by Alex Ti era. •• ••• •• • • • •• .. . . . ... ... • • . • • • i • • • •• NOA No.: 06- 0526.09 • • • • Expiration Date: 10105111 • • Approval Date: 10/05/06 • .. • • • Page 1 of 7 . .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Cateeory: Roofing Sub- Cateeory: 07320 Roofing Tiles Mat_ Q Concrete 1. SCOPE This approves a system using Burlingame Industries Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville 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 Test Product Applicant Dimensions Specifications Description Malibu Concrete Tile 1= 17" TAS 112 Low profile, interlocking, high pressure w = 12'/2" extruded concrete roof tile equipped with 1 /2" thick three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces I = varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials PR106178 TAS 112 08/23/06 Technologies Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108 (Nail -On) Redland Technologies PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied • • • • 24 -060B Static Uplift Testing March, 1994 Engineering, Inc; : • ; ; ; ; ; TAS 101 (Adhesive Set) • ... The Centrr for. 4.. ll • • • . . , *94 -084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technolo ies • • • � yy � 1 - 01 • • . . ' W' Wind Tunnel Testing July 1994 . . • . . . TAS 108 (Mortar Set) . . . . . . • . . .. Y NOA No.: 06 -0526.09 Expiration Date: 10105111 •' ` ' •' • Approval Date: 10105106 • Page 2 of 7 . .. .. . . . .. .. Test Agency Test Identifier Test Name/Renort Date Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Professional Service 224 -47099 Physical Properties Sept. 1994 Industries, Inc. TAS 112 The Center for Applied 25- 7094 -1 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) ❑ The Center for Applied 25- 7094 -7 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Battens) The Center for Applied 25- 7094 -4 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 D TAS 100 The Center for Applied 25- 7183 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -2 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -2 Static Uplift Testing March, 1995 Engineering, Inc. 25- 7214 -6 TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Celotex Corporation 528454 -2 -1 Static Uplift Testing Sep. 1998 Testing Services 520109 -2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 * 00, . 25- 7848 -6 Walker EnVned$ng, Ind.: :': Calculations „ �„ • , In „ Aerodynamic Multiplier Sep. 2006 Walker Engineering, c. Calculations Restoring Moment Due to Gravity Sep. 2006 .. . . . ...... . . .. .. .... . . . ... . . ... . . ... .... .. .. Y NOA No.: 06- 0526.09 Expiration Date: 10105111 v • • Approval Date: 10105106 . V: • ;•••; ;•••; Page 3of7 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 TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers - X I to Tile X (ft) (fta) Profile Batten Application Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments d to Grav - M ft-lb Tile 3 "•12" 4 ":12" 5 11 •12" 6 "•12" 7 "•12" or Profile g rester Malibu Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 .. ... . . . . . .. ....... . .. . . . . ... . . . • . . . . • .. ... .. . . . .. .. . . . ... •.. .. . . . . . . . . . . .. . . .. . . . . . . . 0 NOA No.: 06- 0526.09 • • • • • • • • • Expiration Date: 10 105111 • • • • Approval Date: 10/05/06 ;•••; ; ; ;•••; Page 4of7 000 0 Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Malibu Tile 2 -10d Rin Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2 -10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Cli 1 -10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Cli 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Cli 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Cli 2 -10d Ring Shank 43.0 67.5 50.9 Nails' 1 Installation with a 4" the headlap and fasterners are located a min. of 2 1 /2" from head of tile. Table 5: Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Polyfoam Pol ProTM 86.61 Polyfoam Pol ProTM 45.5 4 Lar adcWpla'c@'meh*o'f-536raFs of Pol ProTM. 5 Me idm acementofQ4 rams of Pol ProT'" .. . . . . . . . . . . . . . . . . . . . . . a NOA No.: 06- 0526.09 " - Expiration Date: 10105111 Approval Date: 10/05/06 . .. .. . . . .. .. Page 5 of 7 ... . . . ... . . Table 5B: Attachment Resistance Expressed as a Moment - M -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EA1GLE FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF 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.: 06- 0526.09 a Expiration Date: 10105111 • • • • Approval Date: 10 105106 • Page 6 of 7 . •. .. . . . .• .. ... . . . ... . . PROFILE DRAWING IL HOLE 17 1" MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE .. ... . . . . . .. .. ... .. . . . .. • • • • • • • • • • •• NOA No.: 06- 0526.09 Expiration Date: 10105111 • . • . Approval Date: 10 /05/06 • . • Page 7 of 7