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RF-13-86
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 186038 Permit Number: RF- 1 -13 -86 Scheduled Inspection Date: February 20, 2013 Inspector: Bruhn, Norman Owner: FERA, G P DELLA Job Address: 651 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: TOP SEAL SERVICES Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)751 -2387 Parcel Number 1122310120080 Phone: (305)754 -7844 Building Department Comments RE ROOF TILE AND FLAT ROOF Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 185979. CREATED AS REINSPECTION FOR INSP- 184240. Provide re -nail affidavit. New flashing is required at rear flat. Provide access to upper roof. February 19, 2013 For Inspections please call: (305)762 -4949 Page 26 of 38 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 186038 Permit Number: RF- 1 -13 -86 Scheduled Inspection Date: February 20, 2013 Inspector: Bruhn, Norman Owner: FERA, G P DELLA Job Address: 651 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: TOP SEAL SERVICES Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)751 -2387 Parcel Number 1122310120080 Phone: (305)754 -7844 Building Department Comments RE ROOF TILE AND FLAT ROOF Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 185979. CREATED AS REINSPECTION FOR INSP- 184240. Provide re -nail affidavit. New flashing is required at rear flat. Provide access to upper roof. February 19, 2013 For Inspections please call: (305)762 -4949 Page 26 of 38 AIy'FIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Official 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name 3 " Property Address (,"S r f Roofing Permit Number 1 Dear Building Official: 1 ? I`-' ((v 10 r certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. Qualifying; gent Signature of Quali gent Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed/before me this day of (7r' , 20 t _5 (SEAL) Personally known or Produced Identification • NALD MEDINA ISSION # EE196243 (• •E X7,2016 PmorldalloUrys. o..00rn 4-1 CON51417AV ENZAFERS, C 1 I/ l A -1 CONSULTING ENGINEERS , INC ROOF STRUCTURES CONSULTING ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS Owner's Name: Job Address: ert7 Roofing Contractor: 'e {t'''"' Type of Tile::;, .L' - 'ti'r94 Approximate Roof Height: /2 -247 feet Roof Pitch: JX 2 ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Permit #: Type of Access to Roof: s>-° Scaffolds Approximate Square Footage of Roof: ` ft 2 Required Testing Force: 35 lbs. Testing Equipment: Date Tested: / y /zt`f Date installed: Ladder F.G.E. 100 Other TEST LOCATION UPLIFT ULL TEST TEST LOCATION UPLIFT PULL TEST TEST LOCATIOI• UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST [EST LOCATION UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST 1 (~),. S 26 .:: 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 - 59 84 109 134 10 C 35 7 (,,- %4 3 a 60 85 110 135 11 36 61 86 111 136 12 37 / j 62 63 * 87 88 i 112 113 137 138 13 38 145 39 64 89 114 139 15 40 65 90 115 140 16 41 66 PASS 67 117 142 18 43 68 118 143 19 44 ,� 69 94 119 144 20 45 701'1 Consulting Engineers2o 145 21 :' 46 71T ,n *. ` 96 121 146 22 47 / 72`• a i ' 122 f 147 23 48 f 73D t 2M/1 98 123 148 24 _ 49 74 99 124 149 25 w5, 50 75 • 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Jose A. Martinez t P.E. # 031509 A -1 CONSULTING El'4, INC. Lab. Certit' ton # 07- 0366.03 Renews: 01- 1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 A 1 CONSULTING ENGINEERS INC. ROOF STUTRES CONSULTING UPLIFT TEST EXPERTS LAB. CERTIFICATION No.01-11245 4383 SW 70 CI. MIAMI FL 33155 TEL305-740-9550 FAX.305-740-9550 Ownr's name: Job address.: 651 NE 105 ST. MIAMI PL. Roofing contractor TOP SEAL SERVICES P rrnit#: "Type of the EAGLE MALIBU Date installed: Approximate roof height: 1 22O feet Roof pitch:. 312 Tire of access to roof: Scaffold: Ladder: Other: Approximate square footage of roof: ft2 Required testing force: 35 lbs Date tested; Number of tests: SKE 1CH OF ROOF • „, , ••.:•„ 23 33 18: 113 Rev:iced: JIMM Date: 2:132O1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.Lj —13—K TAX FOLIO NO. 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. 11111111111111111111111 (111111111111111111111 CFN 2013R0045961 tiRi ei 1.5961 OR Bk 28449 F'a 0917; (1 p9 ) RECORDED 01/17/2013 1051:20 HARVEY RUVINr CLERK, OF COURT MIAMI -DADE COUNTY FLORIDA LAST PAGE Space above reserved for use of recording office egal description of property and street/address: 651 NE 105 STREET, MIAMI SHORES, FL 33138 2. Description of improvement: 4 wner(s) name and address: GP LLA FERA & W KATHERINE 651 NE 105 STREET, MIAMI SHORES , Fr. 331 38 nterest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: IMP SEAL SC-42X3( Sat, tt --scJ { 4:7 INe M —tr — 33 f27 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 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, address and phone number: 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU NOTICE OF COMMENCEMENT. of ame ce STATE OF FLORIDA COUNTY OF MIAMI -DADE 1� The foregoing nstrument was acknowl9dged before me this t-� day of By (o, P PELLA 0 er, )' DELLA FERA ffice Director /Partner /Manager Prepared By Print Name KATHERINE DELLA FERA Title /Office ❑ Individually, or uas for iiie.Personally known,`or; ❑ produced the following type of identification: Signature of Notary Public: Print Name: 21, e— (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director /Partner /Manage By By 123.0152 PAGE 3 3/10 ED STATE OF FLORIDA, COiiiTI`OF DAB 1 HEREBY CERTIFY that this iE e true copy of +he al filed in this • i:_ eon cley i / A 1 :2 )__ TMES Sid Olticiai 5 HAR t(''N CLERK, of Circutf and County Court 7 � D.C. 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 FBC 20 U LDING Permit No PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING 651 NE 105 STREET, MIAMI SHORES, FL 33138 JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): GP DELLA FERA Phone #: (305) 751 -2387 Address: 651 NE 105 STREET City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: gpdellafera@aol.com Email: Phone #: CONTRACTOR: Company Name: ::)P , Phone #: 3 CC- Z S `E —7 jk{k(. Address: C� t_� 3-LC S - City: h-t k.k f\-t t State: .-i- (--- Qualifier Name: fi to fZ Zip: t Z Phone #: 36)5 C( 56 `Yz '((?) State Certification or Registration #: c-?L 1 Z 6 0 '4 &ertificate of Competency #: Contact Phone #: 1 o (1 tc:5 3Z.,-)0 Email Address: 1,-`- C IV( (MP SEA Ls-6 4SJtC 3 -x011 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1t4 1Q0 O Square/Linear Fo age of Work: Type of Work: Addition ❑Alteration New 1' epair/Replace Description of Work: 2-F 4 so ❑Demolition �F P-00-P Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************** *:* * * * * * * * * * ** * * ** * * * * * ** * * * *** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ r TOTAL FEE NOW DUE $ 293- 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 ouch posted notice, the inspection will not be Approved and a reinspection fee will be charged. Signature ; �wner or Agent The foregoin instrument was acknowledged before me this day of 1 1 , 20 0, by GP DELLA FERA who is NOTARY PUBLIC Sign: Print: Signature C The foregoing i strument was acknowledged before me this 14 , day of o me or who has produced As identification and who did take an oath. RONALD MEDINA 198243 PIKES May 07, 2018 FlorldsNot • My Commission Expir (407) 3984153 1 , 20(5 , by E05f -t& r1.EEt who i t ersonally known to me or who has produced as identi ication and who did take an oath. NOTARY PUBLI RONALD Sign: .� '1 MEDINA Print: 11'1 ''; • EE19824 07, 2018 407)39e•o1e3 My Commission Ex 'ires: ****************************,***:***********************************,*********** * ** * ** * ** * ***** *** *** ** * *** ** ** APPROVED BY Plans Examiner Structural Review (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor , owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of -�' providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. I Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or ow aa +:! Id notify the occupants of adjacent units of roofing to be performed. �,►' 4. h Exposed Ceiling: Exposed, open en 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the system is removed. Pounding conditions should be corrected. 0 6. � Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ove • . ed from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overfl uppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure 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 extendin• ,e service life of the GQv ner /DELLAA Fi riiaAtur Jean ary 12, 2013 Contractor Si Revised on 7/9/2009 LD Date Miami Shores Viiiage 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. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, F133138 Owner's Name: G.P. DELLA FERA Property Address: 651 NE 105 STREET, MIAMI SHORES, FL 33138 Roofing Permit Number: Dear Building Official: 0 G.P. DELLA FERA Date: January 12, 2013 certify that I am not required to retrofit the roof to wall connections of my building because: )4The 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 1•!4 :• Rion of the South Florida Building Code (1994 SFBC) Signature) State of Florida County of Dade The undersigned, being the first duly sworn, deposes an Swom to and subscribed before me this Notary Public, Sate of Florida at Large G.P. DELLA FERA Print Name ys that he /she is th RONALD MEDINA s MY COMMISSION # EE196243 EXPIRES May 07, 2016 p m .00 men toned. • When the just valuation of the structure for purpose of ad valorem to j: tion 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 4 ontractor for the Roof to Wall connection Hurricane Mitigation. • -... III Property Information: Folio 11 -2231- 012 -0080 Property Address 651 NE 105 ST Owner Name(s) G P DELLA FERA &W KATHERINE Mailing Address 651 NE 105 ST MIAMI SHORES FL 33138 -2053 Primary Zone 1100 SGL FAMILY - 2301 -2500 SO Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths/Half 4/3/0 Floors 2 Living Units 1 Adj. Sq. Footage 2,188 Lot Size 14,600 SO FT Year Built 1949 Legal Description GOLF VIEW EST CORR PLAT PB 41 -58 LOT 9 LOT SIZE IRREGULAR OR 17626 -0089 0497 4 OR 17626 -0089 0497 01 Assessment Information: Current Previous Year 2012 2011 Land Value $145,137 $145,137 Building Value $164,824 $164,831 Market Value $309,961 $309,968 Assessed Value $203,297 $197,376 Exemption Information: Current Previous Year 2012 2011 Homestead $25,000 $25,000 2nd Homestead $25,000 $25,000 Senior $0 $0 Veteran Disability $0 Civilian Disability $0 $0 Widow(er) $0 $0 Disclaimer: MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Carlos Lopez - Cantera Property Appraiser A N Aerial Photography 2012 Taxable Value Information: Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $50,000 / $153,297 $50,000 / $147,376 School Board $25,000 / $178,297 $25,000 / $172,376 City $50,000 / $153,297 $50,000 / $147,376 Regional $50,000 /$153,297 $50,000 /$147,376 Sale Information: Date Amount Recording Qualification Code Book -Page 4/1997 $0 17626 -0089 Sales which are disqualified as a result of examination of the deed 4/1989 $0 14092 -3139 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http:// www. miamidade .govinfo /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Monday, January 14, 2013 Miami Shores VuIIage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 January 17, 2013 Permit No: RF13 -86 Building Critique 1. Provide fire directory listing page for flat roof. 2. Correct the square footage to match the plan. Norman Bruhn CBO 305 - 762 -4859 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. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. sus.... p (r �.�,i i�f�.�„9*�,,..) Master Permit No. n. Process No. Contractor's Name I DP s&..,441 � S _ Job Address Low Slope ❑ Mechanically Fastened Tile 'Ej Mortar /Adhesi ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles Shingles 0 New Roof ❑ Prescriptive BUR -RAS 150 ROOF TYPE )(Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF)2Oc Steep Sloped Roof Area (SF) ❑ Repair ❑ Mai (:J 00 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and ove Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones an parapets. FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. lithe Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt:3 d 4.1 x J� .2S l ? = O 2) - Mg: 6 6, = Mr1 4., ' '7 Product Approval Mf ZC (. (P2: bq). x 2 .28 Z =iC1 ZZ - Mg:6_6 S = Mr21. • 1 S Product Approval Mf / (P3:1 CO21 x 7 2 =2 t 31- Mg: Gs = Mr3 2 (11'4t Product Approval Mf2.Q t Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height -> Roof Slope l 16' 1 20' 25' 30' 40' 2:12 34.4 1 36.5 38.2 19.7 42/ 3:12 32.2 34.4 36.0 37.4 39.8 4.12 304 1 322 33 9 35 1 37.3 6:12 28.4 1 30.1 31.6 32.8 34.9 6.12 7:12 26.4 1 26.0 29.4 24.4 1 25.9 27.1 30A 28.2 32A 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" (P1: (P2: (Pa: xL = xw:= ) -W: x cos 0 =Fri xL = xw : =_) -W: xL = x NV: = ) -W: Product Approval F' x cos B = Fr2 Product Approval F' x cos B = F , Product Aooroval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance MB Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Spct inn ❑, ($teen Sloped Rnnf System) Roof System Manufacturer: - I ,f I,E Notice of Acceptance Number: 1 t , 032 t . © l Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations 1 P1: , 1 P2: (o - 1 P3: sip -1 Maximum Design Pressure (From the Product Approval Specific System): ZZ(t Roof Slope: : 12 Ridge Ventil ti2n? Step SI[Ip nd Rnnf .�` /sfnm �u�rrp lion Deck Type: 5/c6 P woo fJ Type Underlayment: Insulation: 30* Fire Barrier: Mean Roof Height: 141-- Fastener Type & Spacing: Adhesive Type: kt/4 9_ S-4-CA-F--) -A-se4 Type Cap Sheet: 9©. Roof Covering: f4,• L_ Type & Size Drip Edge: 3 c ;)c t \) l FLORIDA BUILDING CODE — BUILDING MIAMF[7M1DE EZINI BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /buildingl SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: 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 renews NOA #06 -0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 ot7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete L SCOPE: This approves a system using Eagle Roofing Products 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 Applicant Dimensions Malibu Concrete Tile 1= 17" w= 12W' Y2" thick Trim Pieces 1= varies w = varies varying thickness Test Specifications TAS 112 TAS 112 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail-on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes,-ridges and valley terminations. Manufactured for each tile profile. NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier PRI Construction Materials PR106178 Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc.. Redland Technologies Redland Technologies Professional Service Industries, 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. 7161 -03 Appendix III 7161 -03 Appendix II P0402 94 -060B 94-084 P0631 -0I Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) 0 Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. I994 Oct. 1994 Oct. 1994 Oct. I994 Feb. 1995 Feb. 1995 NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 The Center for Applied 25- 7214 -2 Engineering, Inc. 25- 7214 -6 Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc.. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 528454 -2 -1 520109 -2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Calculations Walker Engineering, Inc. Calculations Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multiplier Restoring Moment Due to Gravity March, 1995 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 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 in accordance with TAS 106 may required, refer to applicable building code. 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. NOA No. :11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 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 I20. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 Table 3: Restoring Moments due to Gravity - MA (ft-lbf) Tile Profile Table 2: Aerodynamic Multipliers - A. tft3) 4 ":12" Tile 6 ":12" A. (ft3) X (ft3) Battens Profile Battens Batten Application Direct Deck Application Malibu Tile Battens Direct Deck 0.305 0.282 Table 3: Restoring Moments due to Gravity - MA (ft-lbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7" :12" or greater Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck . Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment - IIA, (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 - -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. NOA No.:11 -0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive` 26.13 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 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile TI ie Application Minimum Attachment Resistance Malibu Tile Polyfoam PolyProTOA 86.61' Polyfoam PolyProni 45.5b 4 Large paddy placement of 54g rams of'PoIyPro '. 4 Medium paddy placement of 24cgrams of PoiyPro '. 5. LABELING : MI 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 ". =�1 EAithfr FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT LOCATED ON UNDERSIDE OF TILE) NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05 /12/11 Page 6 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu Tile Mortar Set' 20.60 5. LABELING : MI 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 ". =�1 EAithfr FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT LOCATED ON UNDERSIDE OF TILE) NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05 /12/11 Page 6 of 7 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11- 0321.01 Expiration Date: 10105/16 Approval Date: 05/12/11 Page 7 of 7 MIAMI. COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /sera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: 3MTM 2- Component Foam Roof Tile Adhesive A11 -160 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 renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 Roofmg Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser 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 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Aeencv Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 01-6739-062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191-1 520109 -2 -1 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: I. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 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'— ■ F \2/ —W MS NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofmg Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive All- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 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 Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Single paddy under tile p� cement Single paddy between tile 2 in. x 7 in. medium size paddy eave course only re4in.x 3 in. 4 in. Single Paddy on under- layment Sink Ply on top of tile Eire Course Fascia Weephole Eave closure IMP edge Nail through plastic cement Single paddy between tile Jd Ne4in.x 3 in. Single paddy on underlayment Single paddy\ on top of tile Ears Couse Eave Closure 2 in. x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 Miami-Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applicable (Ma) in the text box. Top Ply: FIBERGLASS CAPSHEET Top Ply Fastening / Bonding Material: ROOF, SYSTEM MANUFACTURER: Product Approval (NOA): 07- 1219.09 System Type: E Wind Uplift Pressures, From RAS 128 or Sealed Calculations: ASPHALT (P1) Field:47 psf (P2) Perimeters: 81.9 psf (P3) Corners: 121 psf Maximum Design Pressure From NOA: 52.5 psf Roof Slope: .5 " : 12 Roof Mean Height: 14 ft. Parapet Walls: No 0 Yes Parapet wall Height: Deck Type: Support Spacing: N/A Alternate Deck Type: N/A Existing Roof: CAPSHEET Fire Barrier: - -5/8" Plywood -- N/A Vapor Barrier: N/A Anchor Sheet: " o/c N/A Anchor Sheet Fastener / Bonding Material: N/A Insulation Base Layer Size & Thickness: N/A Insulation Base Layer Fastener / Bonding Material: N/A ft. Surfacing: SINGLE PLY MEMBRANE: Single PIy Manufacturer / Type: N/A Single PIy Sheet Width: N/A " 1/2 Sheet Width: N/A " No. of Single Ply 1/2 sheets: N/A Single Ply Membrane Fastening / Bonding Material: N/A 19 FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 9 " o/c @ Laps & 2 rows 9 " o/c 2. Perimeter: 4 " o/c @ Laps & 4 rows 4 " o/c 3. Corner: 4 " o/c @ Laps & 4 rows 4 " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: N/A 2. Perimeter: N/A 3. Comer: N/A Insulation Fastener Type : N/A WOOD NAILER TYPE AND SIZE: N/A Wood Nailer Fastener Type and Spacing: N/A EDGE & COPING METAL SIZES: Insulation Top Layer Size & Thickness: Edge Metal Material: I-- Galvanized Metal- - N/A Edge Size: --3" face 26 ga.- - Insulation Top Layer Fastener / Bonding Material: Hook Strip Size: —METAL EDGE HOOK STRIP N /A -- N/A Edge Metal Attachment: Base Sheet(s) & No. of Piy(s): 75# BASE (1) Base Sheet Fastener / Bonding Material: Coping Material: 1 1/4" RING SHANK NAIL Coping Size: PIy Sheet(s) & No. of Ply(s): (2) PLY OF PLY IV FIBERGLASS Ply Sheet Fastener / Bonding Material: ASPHALT Hook Strip S' Parapet Coping Metal Attachment: f--PARAPET COPING METAL N /A -- -- COPING METAL SIZE N/A -- Size: -- COPING METAL HOOK STRIP N /A— MIAM weuvering aCeiliel7CC EVerV Miami-Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 15 HVHZ, FBC. Parapet Wall MIAMI° •1 BUILDING CODE COMPLIANCE OFFICE (IICCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 149 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for 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 and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 0320/08 Page 1 of 19 • ROOFING SYSTEM APPROVAL Cateaorv: Sub-Cateaory: Deck Type: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Leak BusterTM MatrixTM 3, 5, 55 gallons 307 Premium Asphalt Primer GAF Mineral Shield"' Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak Buster MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 55 322 Elastomeric Roof Coating Leak BusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Test Specification Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieIdTM Granules shall be used for flashing applications only. 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 1, 5 gallons 55 011S ons Leak BusterTM MatrixTM 1, 5 gallons 204 Wet/Dry Roof Cement 5 gallons RUBEROID® Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D-4586 Refined asphalt blended with a mineral ASTM D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons ASTM D 4586 Asphalt flashing Cement 3937" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 ' Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLASe Flex PIyTM 6 GAFGLASe Ply 4 GAFGLASe Mineral Surfaced Cap Sheet GAFGLASe Energy CapTM Mineral Surfaced Cap Sheet GAFGLASe STRATAVENTe Eliminator"' Perforated GAFGLAS Flashing GAFGLASe STRATAVENTe EliminatorT' Nailable RUBEROIDe SBS Heat- We1dTM Smooth RUBEROIDD SBS Heat - WeldT" Granule RUBEROIDD SBS Heat- We1dTM 170 FR RUBEROIDe SBS Heat Weld"' PLUS RUBEROIDD SBS Heat- We1dT" PLUS FR RUBEROIDe SBS Heat- WeldTM 25 RUBEROIDe Modified Base Sheet AfDROVED Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (I meter) wide Various 39.37" (1 meter) wide 1 me er (39.37" wide 1 meter (39.37 ") wide 1 meter (39,37 ") wide 1 meter (39,37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03t20/08 Page 3 of 19 ' Product RUBEROID® 20 RUBEROID® Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID®170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) AFPSO■ ED Dimensions Test Specification 3937" (1 meter) ASTM D 6163 wide ASTM D 5147 39.37" (1 meter) ASTM D 6222 wide ASTM D 5147 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) Wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) Wide ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5I47 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non- Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules, Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20108 Page 4 of 19 • Deck' Type 1: Wood, Non - insulated Deck Description: 19 32 " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Non-Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS Ply 4, GAFGLAS® Flex PIyTM 6, (AFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem' #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTm AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -4S psf, See General Limitation #7) GAFGLAS® Flex PIym 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS® #80ULT1MATM, RUBEROID®20, RUBEROIDe Mop Smooth, base sheet attached to deck with approved 1''4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -60 psf, See General Limitation #7j GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill- TecT'x #12 standard, #14 or # 15 Screws and 3" Drill -Teem( steel plate or Drill -Teem( AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTm insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) U7 l NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee "1 #12 standard, #14 or # 15 Screws and 3" Drill- TecT"1 steel plate or Drill- TecT"' AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS ®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsisq. and 300 lbsisq. respectively in a flood coat of approved asphalt at 60 IbsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak Buster"' Matrix"' 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak Buster"' MatrixTM 322, TOPCOAT® MB+, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak Buster"( MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 $ WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A Dens DeckTM or 'h" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 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 275 lbf, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application. Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7, Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #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 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems ONLINE CERTIFICATIONS DIRECTORY JAN 2,,... 1 Page 1 of 54 TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General information for Roofing System GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2-in. thick (minimum) gypsum board or 1/4-in. thick (min) G -P Gypsum Corp. "DensDeck p Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard'" Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15 /32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard" Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "Tri -Ply® Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard'" Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent® Eliminator" Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Periite Insulation" may be utilized as a cover board over "EverGuard" insulation In any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or 'Tri -Ply® #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator" Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminator" Venting Base Sheet (Nailable)." Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator" Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoidp" may be used for flashing in any of the Class A, B or C systems listed below. When "periite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. http : / /database.ul.com /cgi- bin/XYV /template /LISEXT/ 1 FRAME /showpage.html ?name =T... 7/11/2011 TGFU.R1306 - Roofing Systems Page 2 of 54 The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of v: -in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /per-lite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® *80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri -PIy® Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6 ". "GAFTEMP Permalrte Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2' /2 to 3- gal /100- ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products In any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 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 /polyisocyanurate composite or phenolic, any thickness. PIy Sheet: — Three or more plies Type G1 or "GAFGLASO Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perllte /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -PIy® PIy 4" or "GAFGLAS® PIy 6 ". Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -PIy® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCap'" '" BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polylsocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. PIy Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4 ", "Tri -PIy® Ply 4" or "GAFGLAS® PIy 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -PIy® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type GI "GAFGLAS® Ply 4" or "Tri -PIy® PIy 4" or GAFGLAS® PIy 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLASO EnergyCap'" BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT® EnergyCote' "" applied at a rate of 2 -gal /100 -ft2. 5. Deck: NC Incline: 3 http : / /database.ul.com /cgi- bin/XYV /template /LISEXT/ 1 FRAME /showpage.html ?name =T... 7/11/2011 6. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 " GAFGLAS #75 Base Sheet" or 'Tri -Ply 375 Base Sheet ". PIy Sheet: — One or more plies Type 61 " GAFGLAS Ply 4" or "Tri -Fly Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet: —One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or'Tri -PIy Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more piles "Ruberoid Torch Smooth" or "Rubarold Torch Granule" or "Ruberoid Torch Granule Plus" or "Ruberoid Mop Smooth" or "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule" or "RoofMatch SBS Modified Granular" or "Tri -PIy SBS Modified Bitumen Membrane" or "RoofMatch APP Modified Granular" or "Tri -Ply TP -4G" or `Tri -Ply TP -4 ". Cap Sheet: — Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or 'Tri -Ply Mineral Surfaced Cap Sheet" hot mopped. 8. Deck: C -15/32 Inclines 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or partite/urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more piles Type G1. Membrane: — One or more plies "Ruberoid Torch Smooth" or "Ruberoid Torch Granule" or "Rubarold Torch Granule Plus" or "Ruberoid Mop Smooth" or "Ruberoid Mop Granule" or "Ruberoid M: p Plus Granule" or "RoofMatch SBS Modified Granular" or 'Tri -PIy SBS Modified Bitumen Membrane" or "RoofMatch APP Modified Granular" or "Tri -PIy TP -4G" or "Tri -Ply TP -4 ". Cap Sheet: — Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet" hot mopped. 9. Deck: NC Incline: 2 Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2, "GAFGLASS *75 Base Sheet" or "Tri -Ply *75 Base Sheet ". Ply Sheet: — One or more plies Type G1 " GAFGLAS PIy 4"' or "Tri -PIy PIy 4" or " GAFGLAS PIy 6 ". Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet" hot mopped. Surfacing: — "Fireshield MB" applied at 21/2 to 3.0 -gal. /100 -R2. 10. Deck: C -15/32 Incline: 1 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/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: -- Three or more plies Type 61 "GAFGLAS PIy 4" or 'Tri -Ply PIy 4" or "GAFGLAS Ply 6 ". Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet ". 11. Deck: NC ' Incline: 1 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/polyisocyanurate composite or phenolic, 2-In. maximum. PIy Sheet: — Two or more plies Type G1 " GAFGLAS Ply 4" or "Fri-Ply ply 4' or " GAFGLAS PIy 6 ". Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet. 12. Deck: NC Incline: 2 Base Sheet: — One ply Type G2 " GAFGLAS 47S Ca :3 1'he3t" or'T-t -"ly *75 bars - hest ". Ply Sheet: — One or more plies Type G1 " GAFGLAS Ply ." or "Td -i-ly Ply 4" or "GAFGLAS PIy 6 Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet ". 13. Deck: C- 15/32 Incline: 1