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RF-10-1808
Inspection Number: INSP - 152230 Scheduled Inspection Date: November 30, 2010 Inspector: Bruhn, Norman Owner: DEBORAH DUKE, ALBERT ENGEL Job Address: 140 NW 110 Street Project: <NONE> Miami Shores, FL 33168 -4321 Contractor: ALL CONSTRUCTION & DEVELOPERS INC Building Department Comments November 29, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RE -ROOF TILE AND FLAT COLOR THRU Passe,94/-Jo Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments sidewalk must be replaced before final. NB For Inspections please call: (305)762 -4949 Permit Number: RF -10 -10 -1808 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360030110 Phone: (786)768 -4330 Page 6 of 24 CIVIL laq ENGINEER November 29, 2010 All Construction and Developers 1000 - 5 Street Suite 200 Miami Beach, Florida 33139 Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel:305- 823 -8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 140 Northwest 110 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: November 23, 2010 Roofing Contractor: All Construction and Developers Project Number: 10 -1196 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Concrete Flat Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the rooftile at the above refereneed project meets the test requirement outlined. in the above - mentioned protocol. Attached please find a copy o£our test report tor your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation TILE UPLIFT TEST Residential Home 140 Northwest 110 Street Miami, Florida 7 /0 A ohalrnad Sonny Salleh, P.E.49014 Project Manager Reileh Engineering Corporation -- Project Number - 10 -1196 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 140 Northwest 110 Street Miami, Florida Project Number: 10 -1196 Test Numbe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1196 — Page 3 of 5 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1196 — Page 4 of 5 Test Number 52 53 54 35 35 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 Test Load (1bf} 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 10 -1196 — Page 5 of 5 51 54 55 60 61 O RIM CAP Tt51" LOCATION 57 58 56 55 74 71 75 66 75 69 66 72 67 47 41 42 46 15 65 29 0 0 70 24 55' 44 45 25 28 27 26 50 58 12 n 21 19 25 22 20 18 62 65 64 1 2 5 4 10 9 8 6 65' I0 -1196 APPROX. ROOF t51' ILOCA110N5 ANi7 LIM N510N5 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder):- """"3 `� ° ` ` . Address: I CID 1 tc P City:' CAAAA orce.5 State: Tenant/Lessee Name: Email: JOB ADDRESS: / 'C✓ / Cit Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes CONTRACTOR: Company N Address: City: Qualifier Name: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 COLOR 77IROUGHROOF TILE IS REQUIRED acknowledged by: Permit No. to-16-isa, Master Permit No. Zip: Phone #: NO Flood Zone: State Certification o Registration #: Ce- C g6fr' Certificate of Competency #: Contact Phone #: ( ' % Email Address: DESIGNER: Architect/Engineer: Phone Value of Work for this Permit: $ o l � Square/Linear Footage of Works • ( C ' ' Type of Work: DAddres I lAlteration — — Description ofWork: Ct1 )G 0 50 rti 1' Submittal Fee $ Permit Fee $ g Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $° Structural Review $ T Zip: I,G1 * * * * * * * * * * ** * * ** CCF $ CO /CC $ DBPR $ Bond $ Technology Fee TOTAL FEE NOW DUE $ 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 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. J the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged befo e this day of 20 by�:�� who is personally known to me or who has produced NOTARY PUBLIC: Sign: P My Commission Expires: ^� r EXPIRES: DEC.08, 2013 o Nomi com (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6 /4/10) As identification and who did take an oath. Xavier Rueda Palacios 9 `Ppq�t COMMISSION # DD944984 Structural Review Sign: Print: My Commission Expires: Zip Signature Contractor The foregoing instrument was acknowledged before me s day of 20 by , who is personally known to me who has produced as identification and who did take an oath. "'lli Xavier Rueda Palms NOTARY P COM6'.;SSION #DD944984 . ' a' EXPIRES: DEC. 08, 20 * iN** B**** B **** 9 ******************* B*** N** G*&***&****** 4***** &** &B**B********* * *6W**********M*d* **W APPROVED BY . V I D Plans Examiner Zoning Clerk Tile Ro,F Sv.,em MIAMI•DADE "Delivering Errellence Every Day" Roof System Manufacturer: Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations Roof Slope: 3 Roof Mean Height: "/12" 116 Method of Tile Attachment: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: ft. I -- Adhesive, Medium Paddy Polyfoam Polypro -- I Alternate Method of Tile Attachment per NOA: INA Hook Strip /Cleat gauge or weight: Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System 110- 0706.08 P1: I - -3" face 24 ga. -- I -- Galvinized Metal -- 1 P 2: I -- Select Hook Strip -- -78.6 P 3. Maximum Design Wind Pressures, (From the NOA Specific system): ; 40.4 ps Fill in the specific roof assembly components. If a component is not required, ins I 1 - 1/4 RS NAIL Deck Type: s uia '11° co- SS iss 0,90 "appl /cable (n /a) in the text box. Optional Insulation: —5/8" Plywood— [NA Optional Nailable Substrate: [NA Optional Nailable Substrate Attachment: NA Basesheet Type: • l I ASTM FELT 30# D226 • • • - . -• p _, ; • r .,.r i • Fastener Type for BasesI bt Pttmchme t," 4 b, • 44 � v • 1 -1/4 RS NAIL D TI'f • C�A�P 1 -5f ;r • ♦'. •: •.••••• Tile Underlaym (Gap 3'tt:e j ype: ' 0 ASTM FELT 9 n Tile Underlayment AttaehRae -.I.S., ' • • . i a ' • thod: • •HOT MOPASPHALTTYPE IV .••••• Tile Profile: I HANSON FLAT TILE 1• • • • • • • • • • • • • • • • P1: P2: P3: Section E 2 x 1: x I: Design Pressure Description MIAMI•DADE "Deliverinx £xccllenct. fiery 1)a v' Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: 5 .� I7Y` 1l1( x W: xX x xA x = xw: 1 = I0-)3c ( sjo Mean Roof Height H Roof Slope tt Aerodynamic Multiplier A Restoring Moment due to Gravity Mg Attachment Resistance Mf Required Moment Resistance Mr Minimum Attachment Resistance F' Required Uplift Resistance Fr Average Tile Weight W I = length Tile Dimensions w = width Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form I 1 Ir I05-9i 1 i3.1 - W: - W: - W: - Mg: - Mg: - Mg: or rl or ro i engineer based on ASCE 7. 1 =o 1� Iv 1 1 = Mr1: = Mr2: = Mr3: 1671 117. lit. iiI Cos 0: x cos o:' 5 5 Method 3 "Uplift Based Tile Calculations Per RAS 127" 11 ly0-Y1 = Fr1: = Fr2: Where to Obtain Information to complete tile calculations 11 x cos 8: [1 = Fr3: 5 -, s - °n - --.n . err.-= m i • . aa :. -. •-� _, W.al Where to Find • • • • • • • 6' Symbol i • • }i i Table 1 RAS 127, or by an engineer analysis prepared, signe ealed by a ▪ a rofessio r a • • • • • • ••• •i.• SAL — • • Job Site • • • • • • Job Site • • • Product Approval (NOA) • • _, • • • • Product Approval (NOAH • • • • � •••• • Approval (NOA) Calculated Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) NOA Mf NOA Mf NOA Mf • • 5 5 • NOA F' NOA F' NOA F' • MIAMhOADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34 Ave Deerfield Beach, FL. 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 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 thee has bi®» Ee• 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 re'iStifrror change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an en$8Psttttent of any product, for sales, advertising or any other purposes shall automatically terminate this NOe. ratlaire to fiatppS)s 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, Eland,' and folloAal by the expiration date may be displayed in advertising literature. If any portion of the NOA tsKiivplayed, then•it shall be done in its entirety. • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactke oriits distrib tors and shall be available for inspection at the job site at the request of the Building Official. • •• • • This revises NOA #109- 0928.04 and consists of pages) through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 10- 0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 1 of 8 • • • sp • • • • • • .• • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Flat Profile Roofing Tiles Material: Concrete 1. SCOPE This is a new system using Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate, as manufactured by Hanson Roof Tile Inc. in Deerfield Beach, Florida 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 Hanson Flat Tile I = 17.25" TAS 112 Flat, interlocking, concrete tile equipped with w = 13" two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Slate 1= 17.25" TAS 112 Flat, interlocking, concrete tile equipped with w = 13" two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Chalet Shake I = 17.25" TAS 112 Flat, interlocking, concrete tile equipped with w = 13" two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Southern 1= 17.25" TAS 112 Flat, interlocking, concrete tile equipped IvjtJ. :. Shake w = 13" two nail holes. For direct dck at" hattenetl nail -on, mortar or adhesive se! appficatioras,..:. Hanson Victorian I = 17.25" TAS 112 Flat, interlocking, concrete tile.egatipped with. Slate w = 13" two nail holes. For direct deokwn battened • nail -on, mortar or adhesive s et applications. Trim Pieces 1 = varies TAS 112 Accessory trim, concrete roopigges for use • �f • . w = varies at hips, rakes, ridges and valjGytenpinations. varying thickness Manufactured for each tile pjofite.; • • • • • 2.1 SUBMITTED EVIDENCE: • Test Aeencv Test Identifier Test Name/Report Date"" IBA Consultants, Inc. 2381 -265 Redland Technologies 7161 -03 Appendix III 94 -084 The Center for Applied Engineering, Inc. MIAMI.OADE COUNTY APPROVED TAS 112 Feb. 2008 Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Static Uplift Testing May 1994 TAS 101 (Mortar Set) NOA No.: 10- 0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. MIAMI-DADE COUNTY APPROVED 94 -060A 25- 7094 -2 25- 7094 -8 25- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 13343.1 520109 -1 520111 -4 520191 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover /Reroof) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (I Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) • Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101. • March :M • • Aerodynamic Multiplier Restoring Moments 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 March, 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 2006 Dec. 1998 May 2bbb • May 2006. • • • (February 1996. '•••• * April 1.996 •• :•Ii cember•1996 .. •• .. • • • • • • • 25 -7183 : . • March 4995 Two Patty Adhesive Set Systenr • •April 1 NOA No.: 10- 0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 3 of 8 •••••• .•• • . Table 3: Restoring Moments due to Gravity - M (ft -Ibf) •••••• • Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":9Y:... • • • •; • 7 ":12" or • greater • Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens. • .44 Direct BaitW' •••• Direct. Deck; 7.53 8.25 7.46 8.17 7.35 8.05 7.20 7.88 7.02 7:69 G.$3.. 7.48 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 11.6 1.4375 1.08 •00•11 Table 2: Aerodynamic Multipliers - A (ft • • •. • Tile Profile A (ft3) Batten Application 0.304 . A . lft� 7....: Direct Dec�k#1 • MI? • •••• Alba 0 Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 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 Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 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 MIAMI•DADE COUNTY APPROVED NOA No.: 10- 0706.08 Expiration Date: 04/10/13 Approval bate: 09/15/10 Page 4 of 8 • • • • • • • • • • ••• • • • • Table 4: Attachment Resistance Expressed as a Moment - MI (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/" from head of tile. Table 5: Attachment Resistance Expressed as a Moment M (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate Adhesive 31.3' • 2 See manufactures component approval for installation requirements. •••• • 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. • Polyfoam Product, Inc. Average weight per patty 8 grams. •••• • Table 6: Attachment Resistance Expressed as a Moment - Mr (ft- Ibf) • • • • for Single Patty Adhesive • Systems • Tile Profile Tile Application Minimums Attachment+ • Resistance • Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate PolyProTM 44•.9: • PolyPro :40.4': • 4 Large paddy placement of 45 grams of PolyPro TM . a • 5 Medium paddy placement of 24 grams of PolyProTM. . •• . • _••• Table 7: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate Mortar Set 43.9 6 Tile -Tite Roof Tile Mortar. MIAMIOADE COUNTY APPROVED • NOA NO.: 10- 0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 5 of 8 •. • • • •• • • • • •. •• • 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 ". 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. MIAMI•DADE COUNTY APPROVED AND /OR • • •• • • • • •• • • • • • ••• •• • ••• • ••••• 000.0 • • • ••• • • • • • • • • 11 •• •0.0 • * 1 HANSON FLAT TILE INCLUDING SLATE, CHALET SHAKE, SOUTHERN SHAKE, AND VICTORIAN SLATE (LOCATED ON UNDERSIDE OF TILE) • • • • • • • •• • • • • • • • •••. • • • •••• • ••• • • • • • • •• •• • • • • • • • • • • • • • • •• • •••• • • NOA No.: 10- 0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 6 of 8 MIAM I DADE COUNTY APPROVED PROFILE DRAWINGS HANSON SLATE TILE CHALET SIIAKE TILE • •••• • • •••• • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • •• • • •••• • • NOA loo.: 10- 0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 7 of 8 • • • • • • • • • MIAMI.DADE COUNTY APPROVED SOUTHERN SHAKE • 1 3" VICTORIAN SLATE END OF THIS ACCEPTANCE 17 -1 /4" • • • • • •• • ••• •••• • • •••• • • •• •• • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • NOA No.: 10- 0706.08 Expiration pate: 04/10/13 Approval Date: 09/15/10 Page 8 of 8 • . • • •••• • • • NOTICE Of A RECORDED COPY MUST BE POSTED ON THE JOB mil AT TIME OF INSPECTION PERMIT NO. TAX FOLIO NQ. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: TEIE t JNDFRSI(NFI hereby gives nntioe that 1mprpv ments 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: /4 to /t/GUo 1 / o 5' .mss s h -re 4 y, 2. Description of improvement: 1? tadao c--1,4 9 3. Owner(s) name and address: 7 /OZ. //":„S' a' b - S / 1/ O iV W /) ® 4 l» /C - t t _5"1 6 'S Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: ,,12.((.!4 eole//-P.00 f ALL . Go ovf7 �c L-t/ t, yt, , 0 0 5 3 — e "3 7 cy 9 5. Surety: (Payment bond required by owner from contractor, h FL Name and address: Amount of bond $ ,rrylnsr rued 6. Lender's name and address: IV-NESS ray bond 3n , Orr( I Soo, 1ARVGY RU CLE I(, f Clrcui 7. Persons-within-the s t a t e of- Florada•designated by-Owner-imp wh c ; • r, • 1 be served as provided by Section 713.13(1))7., Florida Statutes, .tWily Name and address: 8. In addition to himself, Owners design tes 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 d' rent date is specified) " ,1 C::›. T 'ignature of Owner Print Owner's Name li i/ ! t. tx CY o S S Sworn to and subscribed before me this /0 day of Notary Public jtr .�,. My Commission expires: FIRES: DEC. 08. 2013 ASr.COM This Instrument prepared bv: Name: /V.& WO Address: . 11111111111111111 11111 111111111 11111111111111 , 20 f(). • • r of-rho d2 Co ir / / ._ c P /tee". P- 3)/44 CFN 201 ORO709°:3 7 OR BF 27459 Ps 4538;< Ups) RECORDED 10/19/2010 15:1:54 HARVEY RUVIN, CLERK OF COURT (MIAMI —DADE COUNTY, FLORIDA LAST PAGE Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 U3ROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Receipt #:185-1761 Business Name: ALL CONSTRUCTION & DEVELOPERS INC Business Type •RR�F FING S CO E NTRACTOR) CON 1 Owner Name: MAURI CIO CORREDOR Business Location: 7222 TAFT ST HOLLYWOOD Business Phone: Rooms Number of Machines: Mailing Address: MAURICIO CORREDOR 1000 5 ST # 200 MIAMI BEACH, FL 33139 Seats 1 Employees 3 For Vending Business Only Business Opened:o4 /27/2007 State/County /Cert/Reg:Ccci 3 2 814 5 Exemption Code: N ONEXE M PT THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED 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 it is in compliance with State or local laws and regulations. Machines Professionals Vending Type: TETPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS 2010 - 2011 Receipt #528 -09- 00009020 Paid 09/29/2010 27.00 ./ ACM Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue. NW Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number Phone Expiration: 04/16/2011 Applicant 140 NW 110 Street Miami Shores, FL 33168-4321 1121360030110 Block: Lot: ALBERT ENGEL DEBORAH DUK Cell ALBERT ENGEL DEBORAH DUKE 140 NW 110 Street MIAMI SHORES FL 33168 -4321 1 Contractor(s) Phone Cell Phone ALL CONSTRUCTION & DEVELOPER; (786)768 -4330 Type of Work: Re Roof Additional Info: TILE AND FLAT Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $6.60 $4.50 $4.50 $2.20 $300.00 $12.00 $8.80 $338.60 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy October 19, 2010 Pay Date Pay Type Invoice # RF -10 -10 -39127 10/19/2010 Cash 10/13/2010 Cash Amt Paid Amt Due $ 288.60 $ 50.00 $ 50.00 $ 0.00 Valuation: Total Sq Feet: $ 10,200.00 2516 v 1 Date Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet 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. October 19, 2010 1 Permit Type: BIIL1DIN Owner's Name (Fee Simple Titleholder) ?jam 'C,;'' ''6' S Phone # is Address / b / / 0 . . f bo e•S' Sta F Tenant/Lessee Name Phone # midt Job Adiress (where the work is being done) City Miami Shores Villaare. County Miam FOLIO J PARCEL. # Is Building Historically Designated YES BTU _ Flood Zone ti Contractor's Company Name, ( c on e ! 9 Contractor's A.ddr`ess 0 O " 1 7 _ /.r •�y 1�� e l:LC H Sato b/ : :.: ..zip-. . f c 1aa inner Name h ! L. / . v 'Xe' -.0 .Phone # 76 5s 1 • tate Certrate orRe tratioanNo.C / 3 2 t " . � . Cca�te of C�ampetex►ey (e/ 2,.. :Yaite'of:Work For this Permit $ Type el Work: OAdditioo �Alterc#ion " Describe Work; Square J 'Linear Footage Of Work; .G New ibipai '/Replace L:,r:.:,: J ; 201 tt iede l ,' d' d ,wdF ik�l�ltdrikilr�irt �7r.**** te s � Y9r' Ir** 4i�r9k�kie �r �r�Y�e �' F' fe e@ dtr�Y�r*** *** ***** *.. Submittal Fee $ G� �exm Fey:. s l. +cc l etary $_-:, Training /Edu=cation Fee Technology Fee S Seaiuning $ Radon $ D'Bi3 $ fiend $ • Double Fee $ Minden deter: Structural Review'. $ Total Fee Now Due $ m Shores Village :.Iding Department 1 0050 N:E.2n4,0ieniketIviiami Shores. Amide .33138 (305)-7902b4 Fax; 345) 756.8972 • INSPECTION'S PHONENI ER (305) 762.4949 Bonding Company's Name (if applicable) Bonding Company's Address. City .. State Zip Mortgage Lender's Name (if applicable) ga g P Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR COND ITIONERS, 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 fEFORE 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. ri /4 - Owner or Agent The foregoing instrument was acknowledged before me this day of 20 by Fr /,'v7 rGst. vv_to is personally known or who has Rroduce en cation anrwho did take an oath. Revised 07iI0 /07){.Revised 06/10/2009) NOTARY PUBLIC: NOTARY P Sign: �w r ., T Y�.. t Print: Fxoi e � ` My Commission Expires: APPROVED BY /! J / �1! Plans Examiner Engineer Signa Zip Contractor The fore g' strument was acknowledged before me this day of ,2O by C —' . , d =— ren naiiTtegmir who has produced as identification and who did take an oath. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: P'' / L 1 P $ LI, v --04,475 WA-Not tie_ M iami Shores Vtiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Date: d tj 10 Z® td Property Address: gib 1 w Roofing Permit Number: _ (0 ftir Dear Building Official: I Malt, vi tee' Co we, N. certify that I am not required to retrofit the roof to wall connections of my _building because: Niz he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 994 edition of the South Florida ' ing Code (1994 SFBC) Signature Notary Public, Sate of Florida at Large Revised on 5/21/2009 Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this 12 0 ar day of 20 i • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $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 Contractor for the Roof to Wall connection Hurricane Mitigation. Roof System Required Sections of the Permit Application Form Attachments Required (See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2 From Notice of Acceptance: Front Page Specific System Description Specific System Limitations , General Limitations Applicable Detail Drawings ?. 3. Design Calculations per ph4R I r; Q, Of if 4pplicable, RAS 127 or RAS 128 • 4. Other Component Notice'6f f1c*ceiltanc'e • • 5. Municipal Permit Applicatior `° s a 6. Owners Notification fot R4ot ng Cbnsidbratiobs pa- Roofing Only) 7. Any Required Roof Testing1Calculation bocumentation . Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: • • • • • • • • • • • • .. • • • • ▪ • • ▪ • • . . • • • • •• •• • .. • • • ... • • • ... • IC as.:..., Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process Np. Contractor's Name A � _ • boAtf lizzee t' &N Job Address /4/0 A i 1/0 Low Slope 0 Mechanically Fastened Tile Asphaltic 0 Metal Panel /Shingles Shingles 0 Prescriptive BUR -RAS 150 ROOF CATEGORY ROOF TYPE 0 New Roof )(Re- Roofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION 1 MOTERVII * Mortar /Adhesive Set Tile Wood Shingles /Shakes Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) . Total (SF) /,,T /z/ 00 2 LC/( Section B (Roof Plan) 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. 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Ec e_i. 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) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. i p 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 Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. -C-L- 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 Florida Building Code provides the option of maintaining this appearance. 6 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. F 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. �% 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS rye C��' / l 7 l Owner's /Agent's Signature Date i/o 5e' Property Address •• ••• • • • • • •• • • perm • iC NLnSbir• 1 • • • • • •• • • • • •• • ••• • ••• • ••• Rev:1/20/2005, Computer Services, Building D4p&tme t • • • • ▪ • • ▪ • • • • • • •• • •• • ••• • • ••• • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • • •• • • Contr ctor's Signature Tile Roof System MIAMIOADE "Delivering Excellence Every Day" Roof System Manufacturer: Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 psf Fill in the specific roof assembly components. If a component Is not required, Insert not applicable (n/a) In the text box. Roof Slope: Roof Mean Height: "/12" 14 Method of Tile Attachment: — Adhesive, Medium Paddy Polyfoam Polypro— Altemate Method of Tile Attachment per NOA: INA Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System EAGLE ROOFING PRODUCT 06- 0526.10 P1: ft. Hook Strip /Cleat gauge or weight: [--3" face 26 ga.- - P 2: .. ... • • • Select MookStrip -78.6 1 -1/4 RS NAIL 4 "0. -. •• • • • • • P 3: - 116.2 Deck Type: Optional Insulation: Basesheet Type: TQe Pfgfile: • ... • ••• • • • • • • • • • • • • • • • • • • • • • • • • .. • .. • • .. • • • ... • • • .... . . . ••• • • • • • • • • • • • ... • • • .. .. • e • . . • . .. • • • eee • 1-5/8" Plywood-- NA Optional Nailable Substrate: Optional Nailable Substrate Attachment: NA ASTM FELT 30# D226 Fastener Type for Basesheet Attachment: 11 - 1/4 RS NAIL & TC 6 "OC @LAP 12 "OC @FIfi1 Tile Underlayment (Cap Sheet ) Type: ASTM 90# FELT Tile Underlayment Attachment Method: HOT MOP ASPHALT TYPE IV EAGLE BEL AIR FLAT TILE P1: P2: P3: Section E 2 "Delivering Excellence Every Day" x 1: x 1: Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Tile Dimensions Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: -45.1 -78.6 -116.2 x w: x w: Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Symbol P1 or P2 or P3 H 0 x Mg Mf x xX x 0.278 0.278 0.278 32.30 Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. - W: - W: - W: - Mg: - Mg: - Mg: Min •• • • • • •• • • • • • • • • • • •• • • • • • • • • • •• • • • • • • •• • • • • •• = Mr1: = Mr2: = Mr3: 24.59 x cos 0: = Fr1: x cos 8: = Fr2: x cos 8: = Fr3• 5 40.4 NOA Mf 5 40.4 NOA Mf 5 40.4 NOA Mf Where to Obtain Information to complete tile calculations • • • • • • • • • •• •• Where to Find Job Site Job Site Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) •• ••• • • • • • •• 5 NOA F' 5 NOA F' S NOA F Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mr F' Fr W I = length w = width • • • • • . - • •• ••• •• • •• • •• • • • •- • • • • • • • • • • •• • • ••• • • • • • Calculated • • • product Approval (NOA) Calculated • ••• • Product Approval (NOA) • • • • • •• • • •• Pr Approval (NOA) MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). "this NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing.and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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 he done in its entirety. •• ••• • • • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2901 • • INSPECTION: A copy of this entire NOA S a11'b i userr, by the manufacturer or its distributors and shall be available for inspection at the job tt the •regflest of•thh1Building Official. This NOA consil;ts of pages 1 through 9.. ••• • ••• • I'he submitted documentation was reviewed byAlex Tig•era.; • • • • • • • • • • • • ••• • .• • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: 1. SCOPE This approves a new roofing system using "Low Profile Concrete 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 - 2. PRODUCT DESCRIPTION Manufactured by Applicant Bel Air Concrete Tile Bel Air Double • Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces L = 17" W =12 '' /a" Thickness = '/2" L= 17" W =12'/" Thickness = '/2" L = 17" W = 12 ' /a" Thickness = % L= 17" W= 12' /a" Thickness = %2" L =17" W= 12%" Thickness = %2" 1= varies w = varies •• varying thickness" • • Roofing 07320 Roofing Tiles Concrete Wood the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Test Product Dimensions Specifications Description •• •• • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • ••• ••• • • • • ••• TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile equipped with two nail holes: For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at • hi$s, ridges and valley terminations. svfiln>Zfa4tured for each tile profile. • •• • • • • • • • .• • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • •• • • • •• • • • ••• • • • NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 2 of 9 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland "technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Scrvice Walker Engineering, Inc. Walker Engineering, Inc. ERPF -001 -02 -01 7161 -03 Appendix III 7161 -03 Appendix III 7161 -03 Appendix II PO402 Letter Dated Aug. 1, 1994 P09647 -01 94-084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations •• ••• • • ralculatotu: • • • •• ••• •• • ••. • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • •• • • • • • • • • • • ••• • • • • • • • • • •• •• • • • 0041 • • • 000 • •• • • •• • • • • • • • • • • • • • •• Test Name/Report Date TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing Oct. 1994 TAS 102 Static Uplift Testing Feb. 1995 TAS 102 Static Uplift Testing March, 1995 TAS 102 Static Uplift Testing Dec. 1995 TAS 102 Static Uplift Testing Dec. 1995 TAS 102 Static Uplift Testing Sep. I996 TAS 102 Static Uplift Testing Dec. 1998 TAS 101 Static Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier • • Re:t Ling Moments Due to • Gravity • • •• • • • • • • • • • •• •• Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sep. 2006 Sep. 2006 NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 3 of 9 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - A (ft') Tile A (ft') A (ft') Profile Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 3. LIMITATIONS 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations 3. I 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 underlayments 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 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. • •• •• • • • • • • • • • • • • • •• •• •• • • • •• • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • •• • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 4of9 Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat 2 -10d Ring Shank Nails Direct Deck Battens Direct Deck 1 -10d Smooth or Screw Shank Nail 7.3 • : - 2 -10d Smooth or Screw Shank Nails Direct Deck 7.48 4 1 #8 Screw c 7.22 7.44 2 #8 Screw 7.27 6.86 7.07 1 -10d S or S Shank Naii Field Cli• Tile 1 -10d S mooth or Screw Shank Nail ( Eave Clip) 19.0 19A) 2 -10d Smooth or Screw Shank Nails Field Cli. 35.5 35.5 34.8 2 - 10d Smooth or Screw . Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' I 50.3 65.5 48.3 1. Installation with a 3" tile headlap and fastemers are located a min. of 2W from head of tile. Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Table 3: Restoring Moments due to Gravity - M (ft -lb •• ••• • • • • • •• • • • • • • • • .. ••• •• • • • •• • ••• • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • •• • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/1 2/06 Page 5 of 9 Table 5: Attachment Resistance Expressed as a Moment M (ft -Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Profile Adhesive Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) Tile Profile Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 4 Large paddy placement of 45 grams of PolyProm'. 5 Medium paddy placement of 24 grams of PolyProTM. Tile Application PolyProm" PolyProm' Minimum Attachment Resistance 118.9 40.4 Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Tile Application Mortar Set Attachment Resistance 43.9 6 Tile -Tite Roof Tile Mortar. 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 ". EA - 6 1 14-7° FLORIDA •• • • ••• • • • • • • ••••••• • 13E1. AIR, BEL AIR DOUBLE EAGLY, PbTVbE1lbSA•, GALbFN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOO1' 1 N Utib ,E121I OrTOIr • • • • • • • • • e • • • • • • • • • • •• • •• • • •• • • ••• • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • • •• •• • • 31.3 NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 6 of 9 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS A le BEL Am • ••• • •.• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 01 • •• • • .• • • ••• • • • ••• • • • • 000 • • • • • • • • • • • • • ••• • • • • a • • • • • • • • • •• Y• • • • •• •• 600 • • • 006 • • NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 7 of 9 BEL AIR DOUBLE EAGLE PONDEROSA PONDEROSA DOUBLE EAGLE .. •.. • • • • • .. • • • • • • • •. ••• .. • • • •• • . .• • 000 • • 0. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • •• • • .•• • • • ... • • • • ... • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • .• •. • • • •• •. ••• • • • 0 00 • • NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 8 of 9 GOLDEN EAGLE END OF THIS ACCEPTANCE .. ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • •• . • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • •• • • ••• • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • NOA No.: 06- 0526.10 Expiration Date: 10/12/11 Approval Date: 10/12/06 Page 9 of 9 • s;av • COUNTY c °Deliverinjr Excellence Every Day" Fill In the specific roof assembly components. It component is not required, Insert not applicable Ws) In the text box. I Gaf Material corp , ROOF SYSTEM MANUFACTURER: Product Approval (NOA): Wind Uplift Pressures, From RAS 128 or Sealed Calculation: (P1) Field: (P2) Perimeters: (P3) Comers: . Roof Slope: Parapet Wails: CBI Alternate Deck Type: Existing Root Fire Bander. Support Spacing: Vapor Barrier. NA Anchor Sheet • , • psi 19 07- 1219.09 Par psf Maximum Design Pressure From NOA:- : 12 Roof Mean Height No ❑ Yes Parapet wall Height Deck Type: !•7.5/S" Plywood— " o/c SAME INA 1 Anchor Sheet Fastener / Bonding Material: System Type psf d IL 1 — Insulation Base Layer Size & Thldkness: INA Insulation Base Layer Fastener / Bonding Material: Insulation Top Layer Size & Thickness: Base Sheet(s) & No. of Piy(s): 1 rGAF BASE SHEET #75 (1) PLY Base SheetFastener / Bonding Material: • ••••I 11 -1/4 RS NAIL & TIN CAP 1 =5/8 Ply Sheet(s) & No. of Py(s): GAF PLY 4 (2) PLIES Ply Sheet Fastener / Bonding Material: Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section C page (Low•Slope Roof Systems) • • • • • • • • • •.• • • • • • • •. • • • • • • •• • • • • • • - .._J.• .-.:.- •- 000 • • • Top Ply: 11-ply of Mineral cap Sheet {{Top Ply Fastening / Bo WOW: inI: fHot .Mop Asphaft type W r • : I grantiles SINGLE PLY MEMBRANE: Single Ply Manufacturer 1 Type: � "1/2 Sheet Width: Single Ply Sheet Width: No. of Single Ply 1t2 sheets: it. Single Ply Membrane Fastening / Bonding Material: i 17 • ••• • • • • • ., • • • • •• • .. • • •• • 1 FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter. • o/a ®.LAS & •ofc ® Laps & 1. Field: 2. Perimeter: Insulation Fastener Type : Coping Material: • . • • ,C4pkig .. • • • •• • • • • • • • H Paraset Cradatl • ••• • • • • • • • • • • • • •• • • .•. • . • • • •. • • • • • • • on WOOD NAILER TYPE AND SIZE: EDGE & COPING METAL SIZES: Edge Metal Maw: .Edge Size: Hook Strip Size: Edge Metal Attachment Attactunent rows L xg fasdal board Wood Nailer Fastener and cm rows olc 3. Comer: ` oIc © Laps rows - o/c NUMBER•OF FASTENERS PER INSULATION BOARD: 3. Corner: . UL Online Certifications Directory Home Quick Guide Contact Us UL.com TGFU.R1306 Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA 2. Deck: C -15/32 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber / polyisocyauurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or " GAFGLAS Ply 4" or "Tri-Ply Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4 ", "GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet". 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): —Red rosin paper, nailed to deck. Base Sheet: — One ply Type d2; tft*c fffA #75 Base Sheet" or "Tri-Ply #75 Base Sheet" (may be nailed). Ply Sheet: - One or more plies Type G'1. R O- AFGLAS Ply 4" or "Tri-Ply Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: yOO41y;Type(39 UAFQ Ff iineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced:Cap keet': :. • . E. Roofing Systems Class A Incline: 2 R1306 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPUCATIOA Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping/Flashing, Continuous Cleat, C:af t•StrCp, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet 'Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spadng Or: Submit Manufacturers D> with RAS - 111 and Chapter 16. 4 41 43117-71/ Ro T#7. � w /g .s .vsr/7s eif 7Picett&. IOC 2- Page 3a • •• .4100 • • • i• • •• • • • •• •. • • 0 • • • • • • •• ••• 00 • 0 • •• • ••• • ••• . • 41•• • • • • • • • '• • • • • • • • • • • • • • • • •. • • • • • • • 4141 • •• • • •• • • ••• • • • • 0• • • • • ••• • • • • • • • • • • • • • 00• • • • • • • • • • • • • • • • •• •. • • • •• •• ••• • • • 000 • • i�Icra Roo>F'i tit � ` FL Fuge1ox1 FsrrpetWst< (` . tf `-'-ter of. -= .00.fr Vied Aft, : xad5 rev 6'r c.& 4 inn .5 /7(107 A • 1A F/►► BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT COIOL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DAM. COUNTY, FL31UP ' METRO-DATc+E ILAG.Elt PunD)iNt) 140 wLBT FLAMM STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 373 =2901 PAX (3II5) 375 '08 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 exphatian date stated below. The Miami-Dade County Product Control Division (In. Miami Dade County) and/or the AHJ (in areas other than Muni Dade County) reserve the right to have this product or material tested for quality ass rance 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 County Product Control Division that this product or material fails to meet the requirements of the applicable building code: This product is approved as dew herein, and has' been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional BVJp Roof System for Wood Decks. LABEJ,ING: Each unit shalt 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 appllcntion has been filed and there sI been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur liter 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. Tf any portion of the NOA is displayed, then it shall be done its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manner or its distributors and shall be available j&' heippotioti at air . obis to at the request of the Building OMelaL • • •• • • • • • This NOA renews and revises NOSNe 41.i3cud �. t : ,o ft _ 1 •.. 19. The submitted documentation was reviewed by Jorge L. • • • • • • • • • • ••• • • •• • • • • • •• • • •.• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• • • 0 00 • • • 0410 • • • NOA No.: 07- 1219.09 Expiration Data 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Ply Sheet: Cap Sheet: Surfacing: OAPOLAS #7'5 Base Sheet or any of above Base sheets attached to deck vita Drill - Toc'w #12 standard, t14 of # 15 Screws and 3" Dnr1- 70ii'r spa Asti, or Drill AccuTsaa Plates, 8" o o. in 4 rows. One row Is in tire 2" Shia tap - The other rows aro equally spaced approximately 9" o.c. in the field of the sheet • . {MaxkiwnDesign Pressure —75pe, See General Luton 7) One or more plies of GAF IIAS PLY 4, #80 ULTA1fA, RumgaLP MOP Smooth or RUBBROEr 20 adhered in a full mopping of apprtIVed asphalt applied within the EVT range and at a rho of 20-40 lbsfsq.. (Optional) One ply of GAPQLAS Mineral 'Surfaced Cap Sheet or . GAFOLAS Energ/Cap"'r Maul Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and it arate of 20-40 lbs./sq. • (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 Ibalsq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood twat of Leak Buster Matrix's 103 Cold Process Adhesive applied at a rate of 3 gallaq. 2.. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLLAS Energy Cap Mmeral Surfaced C.apsheet adhered in a full mopping of approved asphalt applied within the BVT range and at a rate of 20-40 Ibsfsq. 3. Leak Buster"" Matrix 303 Premium Fibered Aluminum Roof Coatin& 1.5 gaVaq. 4. Leak Buster''"' Matriem 715 , Leak Buster" Matrtxlm 322, TOPCOAT MB+, TOPCOAT! Fireshield Elastomeric Roofing • Membrane„ applied at 1 to 1•.5 galfsq. 5. Leak Bushell Matrix= 602 MB Xtfa Blastomeric Roofing Membrane, Ene gyCotc$ roof ding applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT F ro hleld SB Solvent based Elastorneric Roofing Membrane applied at lto•1.5 gal./sq 7. Advance Green Tech Photovoltaic Laminate solar energy collector auxiliary roof equipment installed m compliance with ' manufacturer's spooifioations and applicable Building Codes. Maximum Design Pressure: Sec Fastening Above •• ••• • • • • • •• • . • • • . • • •• • • • . • • • .• • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • ••• •••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • •• • • •i • • ••• • •. • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 07- 1219.09 Expiration Date: 11/0413 Approval Date: 18 03/20 • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIP 6 when used as a mechanically fastened base or anchor My '4" le t*,► he; instaile►l a over the 2. Minimum '/, Dens Deck"' or Type X board is acceptable Y o wood deck. GENERAL LTM1TATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Mss Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The fast layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a fill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs sq., or mechanically aged 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' maxim me over cell foam 4. An overlay and/or recovery board won panel is required on all 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 drales, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and ore down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" beak 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 Ibs.sq. Note: Spot attached systems shall be limited to a =sarimam design pressure of - 45 pat 5. Fastener spacing for insulation amt is based.on a Minimum Characteriatio Force (f") value of 275 lb£, as tested in compliance with Testing Application Mite n Standard TAS 105. e fawner value, as field - tested, are below 275 ME insulation attachment shall not be scceptable. 6. Fastener spacing for mechanical attachment of anehad attachment is based on a value atta sted within a specific minimum fastener resistance value in conjunction with the less than that required, by Official, Should the fastener resistance be le aystvm. and sealed by a Florida Rem • Arc/ or a revised fastener spacing, prepared, sued shall Mize the withdrawal Registered Roof Consultant may be submitted. Said revised g in with resistance value taken from Testing Application Standards TAS 105 and compliance Roofing Application Standard RAS 117. of these areas. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure /le with Fastener densities shall be increased for both won and base sheet as calculated m ated comp signed (Mien (Mien this limitation � registered Roofing Application Standard RAS 117. Calculations prepared, Professional Engineer, Registered Arrhiteet, or Regisim ed Co spiecifiically referred within this NOA, t neral Limitation #9 will not be � 8. All attachment and sizing of perimeter nallors, metal profile, and/or flashing conform with Roofing Application Standard RAS 111 and applicable wind load ��: field, 9. The m no M maximum designed pressure li listed shall be applicable to all roof pie zones and corners). Nadia ratio rational analysis, nor ext apol be p for enhance/ fastening at enhanced pressure zones (Le. perimeter; extended corers peri and corners). (When this l is siksicifiennY referral it Genera won #7 will not be applicable.) 10.. All products Iisted herein shall have a 4astli? : art in accordance with the Florida Building • Code and Rule 98-72 of tho F1o:34a a Q°:Ie' ' • BNB (1 'T131 ACCEPT TCE • • i.. • ••• . • • • • s.. • • • • • • • • • • • • • • • • • • • • • • • • • • .• • .• • • s• • • sips • • • •.. • • • • sips • • • • ••• • • • • • • • .•. • • • • • • • • • • • • • • •• •. • • • •• •• .•• • • • ••• • • NOA No.: 07- 121909 Expiration Date: 11/04/13 Approval Date: 03f2O. 8 Page 19 of 19