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RF-12-9871 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 174273 Permit Number: RF -5 -12 -987 Scheduled Inspection Date: July 06, 2012 Inspector: Bruhn, Norman Owner: MERRY, JAMES AND JENNIFER Job Address: 879 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ENVIROTECH ROOFING & CONSTRUCTION INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060142640 Phone: (305)207 -4993 Building Department Comments TILE AND FLAT RE ROOF Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments c°(-- July 05, 2012 For Inspections please call: (305)762 -4949 Page 6 of 13 01=1 CON01417N, E11 ALTZ,, AC A -1 CONSULTING ENGINEERS , INC ROOF STRUCTURES CONSULTING ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Owner's Name: Permit #: Job Address: 7 Ate-- - 7? /'4 / Roofing Contractor: zi/72-7 ' D 7,'.1/1 Type of Tile: 412 6/eV:, Date installed: Approximate Roof Height: 2 `` feet Roof Pitch: M2_ - Ladder Other Type of Access to Roof: Scaffolds Approximate Square Footage of Roof: .0V ft 2 Required Testing Force: 5 lbs. Testing Equipment: F.G.E. 100 Date Tested: 7/37/22- TEST LOCATION UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST TEST LOCATIO UPUFT PULL TEST TEST LOCATIO UPLIFT PULL TEST TEST LOCATIO■ UPLIFT PULL TEST - TEST LOCATION UPUFT PULL TEST 1 pA _s 26 RA.s13 (-59 � �-3 76 101 126 2 27 52 1 A 77 102 127 3 28 53 1 78 103 128 4 29 54 79 104 129 5 30 55 i 80 105 • 130 6 31 56 81 106 131 7 32 57 i 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 87 62 87 112 137 13 38 63 88 113 138 14 39 64 89 114 139 15 40 65 ' ', 90 115 140 16 41 66 ., 91 /T/ 1i16� 141 17 42 67 92 J / Li1\ 142 18 43 68 93 L 1 143 19 44 69 94 7 '109 144 20 45 70 95 . li C '�g ..i(igiiii li ,w 21 46 71 / 96 T \o_ /r 121 146 22 47 72 0 97 1" 147 23 48 73 f' 98 r 3153 148 24 49 74 99 124 149 25 p,,s s� 50 75 l V 100 125 X50 ,..' IN ACCORDANCE WITH THE CR TERIA 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 SU E i BY JosGA. Martin P.E. # 031 A -1 CO NGINEERS, INC. Lab. - "ification # 07- 0306.03 Renews: 01- 1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: CeII (305) 609 -6388 • SPANISH: Cell (305) 498 -9804 A-1 CONSULTING ENGINEERS INC. ROOF STUCTURES CONSULTING UPLIFT TEST EXPERTS LAB. CERTIFICATION No.01-1224-5 4383 SW 70 CT, MIAMI FL 33155 TEL.305-740-9550 FAX.305-740-9550 Owner's name: Permit#: Job address- 879 NE 97 ST MIAMI FL Roofing contractor: ENVIROTECH ROOFING Type of tile: BARCELONA 900 Date installed: Approximate roof height 12 feet Roof pitch: 3/12 Tipe of access to roof: Scaffold: Ladder: Other: Approximate square footage of roof: 24 ft2 Required testing force: 35 lbs Date tested: Number of tests: 51 SKETCH OF ROOF Reviced: YAM Date: 7/3/2012 RE: Permit # *� IVIiami Shores Village Building Department INSPECTION AFFIDAVIT (Print name and circle Ucense Type) License #: or about � ? \"Z _ -M , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at licensed as a (n 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: FS 468 Building Inspector Engineer / Architect, (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signatur State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large P %IC STA!rEOFFLORDA Elisa I. Pauso :Commis: OCT. 04) 2012 <. Q EN ATLANTIC BONDING CO, BM. *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shorn marked on the deck for each inspection Revised on 5/21/2009 Jun 18 2012 9:32AM Envirotech 1' 1 MIAMI -DADE COUNTY 1 TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 6000s0�29 -3 q RU ENVIROTECH ROOFING & CONSTRUCTION INC 13721 SW 21 TERR 33175 UNIN DADE COUNTY OWNER ENVIROTECH ROOFING & CONSTRUCTI0 Sec. Type of BUILDING CONTRACTOR WORKER/S THIS IS ONLY A LOCAL ISUISIDESS TAX RECEIPT. IT DOES NOT PERMIT THE MIXER TO VIOLATE ANY EXISTING REGULATORY OR WRING LAWS of THE Cowin, DO NOT FORWARD DOES K EXEMPT THE HOLDER FROM ANT OTHER PERMIT OR LICENSE REOLDIEERTIAW.TJ IS ENVIROTECH ROOFING & NOT E HOLDERS GUAOFICA /IONS. CONSTRUCTION INC ROBERTO FERNANDEZ PRES 7864649678 2011 LOCAL BUSINESS TAX RECEIPT 2012 FIRST -CLASS MIAMI -DADE COUNTY - STATE OF FLORIDA U.S. POSTAGE MUST BE AT PLACE OF EXPIRES SEPT. 30, 2012 PAID PURSUANT TO DISPLAYED BU COUNTY CODE CHAPTER ART. 9 & 10 PERMIT NO. 231 THIS IS NOT A RILL • - DO NOT PAY RENEWAL A�pp STATE* C�rr CC1132798362d054-1 FAAMI.aA04 COUNTOY TAX 745 SW 96 PL CIRCLE eeuECTOR: MIAMI FL 33175 07/07/2011 60120000061 000075.00 SEE OTHER SIDE 1:. fl, IliiT, I, I)lI T, flfill: Rlilili ,Ii,iIRLRiRiIillfRl,la��lf p. 1 NOTICE OF COMMENCEMENT 111111111111111111111111111111111111111111 t_:1= N 201 2R042647 - OR Oi, 25152 P's 27621 (1p9 RECORDED 06/ 18/2012 10:00:38 HARVEY RUV'I #r CLERK OF COURT MIAMI-DADE COUHT'Yr FLORIDA LAST PAGE STAB OF FLORIDA, COUNTY a DADE 1 HEREBY R77i9,' tint ih s is a Otte A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIMB OF FIRST INSPIgiikiN 434 PERMIT NO. TAX FOLIO NO. W1TNESS n3 HARVEY RJ BY STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal description of property and street address: . CN E' aka ofa ADN Cetiltjf OCtOrte 7201/r.C. 2. Description of improvement: \ e \ -...1� 3. Owner (s) name and address: .- - ∎se..--. \ARNIS-N\ Interest in property: 0.,,A,. 1$�� Name and address of fee simple titleholder. 4. Contractor's name and address: • 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond: $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 711 '- (1) (a) 7., Florida Statutes: Name and address: Bin addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 at (b) 7., Florida Statutes: Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) aft - -71 t Signature of Owner glut Owner's Name Sworn to and subscri Notary Public Print Notary's Name My Commission Expires: el.c WI-err-1 fore me this day oto, 20 Elisa I. Pouso ecr.i isci-A n DDE03502 s Expires: OCT. 0Q , 2012 H SAT Tau ALLAN-ix BONDING al, INC, Prepared by: Address: \-Z;"\-7,_\ ..S,' > Z`\ pia 06/18/2012 10:05 FAX 3052691108 DELTA INSURANCE UND. 11001 /001 A�RI' CERTIFICATE OF LIABILITY INSURANCE J DATE(MM/DD/YYYY) 06/18/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder Is an ADDMONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder In lieu of such endoraement(s). PRODUCER INSURANCE DELTA 777 N.W. 7 AVENUE, SUITE 313gS, INC. MIAMI, FLORIDA 33128 52,127 LUIS DE LA LLERA Nod 3� -1108 E� DELTAtNSUND(�AOL COM' INSURER(S)AFFORDINGCOVERAGE RAW N INSURERA: SCOTTSDALE INSURANCE COMPANY 41297 INSURED ENVIROTECH ROOFING & CONSTRUCTION, INC. 745 SW 98 PLACE CIRCLE MIAMI, FLORIDA 33174 COVER/M.PR nrn�r.n. ............_ INSURERS: GATEWAY INSURANCE COMPANY 28339 INSURER : INSURER 0: INSURER E : INSURER F : IN L vcn. ar.vN, �, 11IJ ID by REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWTH STANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Acru TR TYPE OF INSURANCE INS usuWVutiD POUCYNUMBER • (IEM�j p/yyy r) t yy LgnIa GENERAL LIAD1UTr Ni COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Pi OCCUR � GENT. AGGREGATE LIMITAPPLIES PER V 1 POLICY II j R n LOC AUTOMOBILE LIABI UY ANYAUTO X008 1ED HIREDAUTOS UMBRELLAUAB EXCESS uAB • CP81571239 04/29/2012 04/29/2013 EACH OCCURRENCE g 1,000,000. uRMAUt: I u HEN I kU PREMISES (Ea oc unerbe) 5 100,000. MED EXP (My she person) $ 5,000. PERSONAL &ADV INJURY g 1,000,000. GENERALAGGREGATE g 2,000,000. PRODUCTS - COMP /OPAGO g 1,000,000. SCHEDULED AUTOS NON-OWNED -OWNED COMBINED SINGLE LIMIT BODILY INJURY (Per person) S $ 5 BODILY INJURY (Per accident) PROPER rIYY DAMAGE Tor aoo�fera) $ $ DED 11 RETENTIONS OCCUR CLA&1S.MADE WORKERS COMPENSATION AND EIAPLO''ERS' LIABILITY Y / N ANY PROPRIETOWPARTNER/EXECUT1VE OFFICER/MEN1BER EXCLUDED? (Myyaendatory In NH) CRI under OF OPERATIONS beinw EACH OCCURRENCE $ AGGREGATE $ N/A WC 7000507 001 08/10/2012 06/10/2013 E.L. EACH ACCIDENT g 1,000,000. EL. DISEASE - EA EMPLOYEE $ 1,000,000. DESCRIPTION OF OPERATORS 1 LOCATIONS / VEHICLES (Attach ACORD 101,AddItforeJ RernarkaSchedule, If moreepaco la required) ROOFING CONTRACTOR LICENSE NUMBER CCC1327983. CERTIFICATE HOLDER E.L. DISEASE - POLICY LIMIT g 1,000,000. MIAMI SHORES VILLAGE / BUILDING DEPT. 10050 N.E. 2nd AVENUE MIAMI SHORES, FL 33138 PH 305 795 2204 FAX 305 756 8972 ACORD 25 (2010/05) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL•BE DELIVERED IN ACCORDANCE WITH'i 1E POLICY PROVISIONS. AUTHORED REPRESEN' TWE LUIS DE LA LLERA 1988.2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD BU L IN PERMIT APPLICATION FBC 20 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 Permit Type: BUILDING - RECEIVED MAY 31 2012 Permit No. KF- 1a— °1 S1 Master Permit No. OWNER: Name (Fee Simple Titleholder): ��°A`e+/te - ` Phone #: Address: P \c\ \:**• c'N's\a v"°°� City: \ State: Zip:�� Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 5 City: Miami Shores County: Fo1io/Parcel #: :N® Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: \��Z. \� Registration State: C �� Zip: ����� fier Name: Phone #: 'fiction or #: _ ��� Certificate of Competency #: Miami Dade Zip: -2-75\— NO Flood Zone: "%A `bone #: 25® SA. 9, City: Quali State Cerh Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: S" t-"\i'SI I,Z:0Q:i Square/Linear Footage of Work: Type of Work: °Address °Alteration °New VRepair/Replace Description of Work: --\-- \ *\`9.— iFge °Demolition iRb RO ILVAREQU flt . n ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** it *Fees * ** Submittal Fee $ G • D 0 Permit Fee $ '�O 36 CCF $ CO /CC $ Scanning Fee $ PAIP Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ ******,** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL FEE NOW DUE $ `_0t) 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. 1 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 e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Age it The foregoing instrument was acknowledged before me thi i day of , 20\ ,_, by� f� ► who is • ersonall known to m ,or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires, ARY PUBLIC-STATE OF FLORIDA " ".' Fling. I. Pousn Commission # DD803602 c. ,dc Expire& O(yd'. 04, 2012 Y3O5D D TEED ATLANTIC BONDING CO., INC. Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 \Z, by , rho is persona known to me r who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expes: OTARY PUBLIC -STATE OF FLORIDA °,, Elisa I. Pouso Commission #T1)603602 .' Expires: OM 04, 2012 BONDED THED ATLANTIC BONDING CO., INC. *a,r, , * *, *it *a *** * **it t* ********, t* * * * * * **i t*14*** * *** * * * * * * * *,r,t,t *,t **,t it* aa ** * *,t* *,t ,t* ** *it **it a APPROVED BY ,..r:01 , Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09Xrev6/4/10) Zoning Clerk HIGH VELOCITY HURRICANEZDIESu REQUIRED OWN RS NOTIFICATION FOR ROOFING C( ri ry 11111 r -s AN 2NAip\ R IONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. 14- Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of % i Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application form Master Perndt No. , Process No. Contractor's Name° Job Address Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ical Fastened Tile Mortar /Adhesive Set Tile ❑ Mechanically ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Are there Gas Vent Stack Yes] N Type: Natural) LPGXJ ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof It Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance . ROOF SYSTEM INFORMATION Low Mope Roof Area (SF) Steep Sloped Roof Area (SF), Total (SF) Section B (Roof PIan2 , overflow Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, scuppers and overflow drains. 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IPU1 I.I.�ICC.C�CI���r.�..C,..0 C 'rGG q`'�CS�"� CC ■MCCru�•C�• � �� ��. ■ �■ � ,_ , C! 1 I. et' �� i � i .CCC CC p C .UU.::CM:C:..:..:C. a C ■ ka ■ ■ . ■ ■s .ff■a ■,,.....z I..C.. ... u■1rr.W.1m ME SIMM IMAM 123 01.48 12/09 PAGE 2 Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) .Fastener Spacing for Anchor/Base Sheet Attachment Fill in Specific Roof Assembly Components and identify Manufacturer (if a component is not used, identify as ( "NA' ) System Manufacturer NOA No.. ©S„` --. \"�\qa Design Wind Pressures, From RAS 128 or Calculations: Pmax1 A2Z- . Pmax2: % b Pmaxx3 \�.vk Max. Design Pressure From the Sp pific NOA System Deck: Type: s tit Gauge/Thickness: Slope: ')- Anchor/Base Sheet & No of Ply(s)�� ``k`�a stA ng Insulation Base Layer. Base Insulation Size and Thickness: \A\ Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness:�� Top Insulation Fastener/Bonding Material: Base Sheet & No of PIy(s): Base Sheet Fastener /Bonding Material: \Ali\ Field " oc @ Lap, # Rows'2 @ _' oc Perimeter ,� °oc © Lap, # Rows,, _ 012 oc Comer to °oc @ Lap, # Rows,\__ ©b oc Number of Fasteners Per Insulation Board Field Perimeter - Comer1 Illustrate Components Noted And Details As Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing Gaunter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material thickness, Fastener Type, Fastener Spacing, or Submit Manufacturer Details that Comply With RAS 111 and Chapter 18. Ply Sheet(s).& No. of Ply(s): . Ply ShegtFasTnerl ndin MNi": Top Ply: \`tom\ Ply Sheet Fastener/Bonding Material: Surfadng: FT Parapet Height FT\ Mean Roof Height FLORIDA BUILDING CODE - RESIDENTIAL Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Notice of Acceptance Number: \ r-4-2-72'` ®0-` Minimum Design Wind Pressures, If Appii ble (From RAS 127 or Calculations): Pmax1: Pmax2: Maximum Design Pressure (From the NOA Specific System): Method of Tile Attachmer{ 1� L Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (TO Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from Mr. If the Mr values are greater than or equal to the Mr values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" NOA M �� NOA M, 341 NOA M, 3%1 (P, :!� •� x •?a \•.3 = V\A\ ) - Mg:C:$, % = M,, b'46 (P2lia•1u x x :3 \3 = " .`a tCA ) - Mg: ii,QS = M \&SS (P3: \O ,x A .313 = 3b:n . ) - Mg: iNATS = Ma Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below -3-.2-›*. NOA M,3\ Mean Roof Height Roof Slope 2:12 3:12 M, Required Moment Resistance* 4:12 5:12 6 :12 7:12 *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 values are greater systems han or qual to 3. Compared the values for Fl with the values for the Fr values for each area of the roof, hen the the If the F" valu g attachment method is acceptable. Method 3 "Uplift-Based Tile Calculations Per RAS 127 ",f xw := )- W :xcos 0: NOA F' P x = - xw:= ,)- W:xcos 0: = F, (2 xw:= __)-W:__._xcos 0: =F a: NOAF' 15' 34.4 32.2 30.4 28.4 26.4 24.4 20' 36.5 34.4 32.2 30.1 28.0 25.9 25' 3842 36.0 33.8 31.6 29.4 27.1 30' 39.7 37.4 - 35.1 32.8 30.5 28.2 40' 42.2 39.8 37.3 34.9 32.4 30.0 Where to Obtain In • Symbol Description Design Pressure P1 or P2 or P3 RAS 127 Table 1 or Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier d NOA ReStoring Moment due to Gravity M, NOA Attachment Resistance M, NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions I = length w = width NOA All calculations must be submitted to the Bu (ding Official at the ti . formation Where to find by an engineering analysis prepared by PE based on ASCE 7 me of permit application. t1f1 fM DAD . BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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. MIAMIDAD C • UNTY APPROVED (!) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer Test Dimensions Specification 3, 5, 55 gallons ASTM D 41 ASTM D 1863 ASTM 1227 GAF Mineral ShieldTM 60 & 1001b. bags Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix"' 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID' Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion 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 ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Mailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (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 -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM' 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 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, RUBEROID® Mop Smooth, base sheet attached to deck with approved 11/4" 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 Limitati ©n #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (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) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Dri11 -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM 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) 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. (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. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs.sq. respectively in a flood coat of approved asphalt at 60 lbs, /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomerie 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 APPROVED 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 P1yTM 6 when used as a mechanically fastened base or anchor sheet 2. Minimum 'A" Dens DeckTM or W' 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 2001 ROOFING MATERIALS AND SYSTEMS DIRECTORY • 192 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TOFU)— Continued Base Coat: "A -38 Series", 0.75 gal'sgl• Second Base Coati "A -38 Series", 0.75•gal /sq, ; Wear Coat "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. facing: "A -38 Series ", 0.75 gal /sq plus walnut shells at Qs751bs per 46 Deck: NC Incline: 3/4 Foam: Spray application of 2.,in. thick,"Polyfoarrt 273" (2.7 lb /ft.' ) Surfacing: Spray application of 28 to 34-mils "U -8730" (alum'tnwn) 47 Deck NC Incline: 1/2 Insulation:* Spray application of 2 -in. tick "Polyfoam 73".(2.7 Ib /ft.3 Serfadng: .Spray application of 28 to 34-mils "t1 -782" (ivory) GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470. " Ruberoid 20" or.,'`Ruberoid,Modified Base Sheet" may be utilized as an alfernate'ro G2.base sheets,in any of the following ificationa. 1/2 in. duck (min) gypstun beard or 1/4 in. thick (: G-P G um DensDeck® may be used in any existing noncombustible d�` cation. When this is done, the resulting roofing system Is acceptable for use over combusfi le-(15 /32 in. Thin) roof decks. The joints it the ky4pStim board and overlayment board are offset 6 in. with the joints in the dec . 0 polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gyppssturt DensDeck® in hot asphalt. 'EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" In any applicable 'Classification. GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" 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: Polysty- rene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation". ASPHALT,FELT Siiitili14§ WITH HOT ROOFINc ASPHA{.T G2 asphalt glass mat base. sheet ( "GAFGLAS use Sheet" or " GAFGLAS 480 ULT ") is a sid le alternate fel•`T'ype. G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" ar' "GAFGLAS Ply 6 ") in the Claw A, B or C roof systems indicated lieipw ' • • The roof deck may first batei+ered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or ."GAF Stratavdnt Eliminator• Venting Base Sheet, (Nailable)P . Perforated to be mopped and nai)able td be mechanically attached granule side down. As an opption. T•ype , G2 .asphalt glass mat base sheet .( "GAFGLAS #75 Base Sheet", " GAFGLAS 480 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)'• may be aubetittited for Gl asphalt glass fiber ply, sheet (" GAFGLAS Ply 4" or " GAPGLAS Ply 6" ) as the nal ed base ply t the following systems. ¢aBotto for base sheet may be solid' mopped; spot mopped or mechani- cally otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. " GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When " perlite" 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 carnet fiber building units are consideked suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 e r NC. The use of gypsum board under any of the following'C)ass A, B or C systems does not adversely effect therating. The use of 1/2 hi.'rilirt gypsum board is an acceptable alternate for insulation ever C -15/32 decks. • The use of polystyrene insulation board between min 3/4 in perlite board and deck with rosin paper (perlite /rosin paper /polystyrene / perlite) is a suitable alternate ,for isocyanurate board in the following Class A, B pr C systems. "BMCAEnergyGuard RA ",'BMCA Tapered EnergyGuard RA" and'BMCA EnergyGuard RA" may be substituted ler any Atlas polyisocyantirate insula- tion in any of the following Classifications. Trumbull 'Terme Mop" may lie utilized with any of the following "Asphalt Felt SSystems with Hot Roofing Asphalt": systems. F LAS :' : +i Premium Base t may be used in any of the following systems. • .. .,. ,• ,. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ", ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued "GAFTEMP Permalite Recover Board" ' be used in lieu of any perlite insulation in any of the following NC CI cations. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fieeshield.MB" at 2.5 — 3.0. gal /sq. 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 Deck: C -15/32 Incline: 3 Insulation (Optional): One or more, layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Gl " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped. Surfacing: ' Gravel. ' 2. Deck: C -15/32 Incline: 2 Insdlatiorr (Optional): One or more layers perlite, wood fiber, glass filer, Lvbc'yer: bate, urethane, pbrlile /fsocyarlurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheep Three or more layers Type: G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 3 Deck: NC Incline: 2 Insufation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet•, Two or'more layers Type Gl " GAFGLAS Ply 4" or "GAF - GLAS Ply 6". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheep Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Deck: C -15/32 • Incline:1 • Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or *tore layeraType G1 " GAFGLAS Ply'4" or GAFGLAS Ply 6". • Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". 6. Deck: NC • " ' r.. Incline: 3 Base Sheet: One layer Tine G2 "GAFGLAS #75 Base •Sheet ".:• Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". • Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline:2 • Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, phe- nolic,•1.0 in. mint (offset from plywood joints 6 in.). Base Sheet One or more layers Type Gi, G2 or G3. Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Iodine: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gl. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule). or "Ruberoid Mop.Plus" (granule). LOOK • FOR %ME +tJL MASK .0MRROMMOT MIAMI DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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.aov /pera 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: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA #07- 0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 1= 17" TAS 112 High profile, interlocking, one - piece, 'S' w = 13" shaped, high - pressure extruded concrete roof Y2" thick tile equipped with three nail holes. For direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. Trim Pieces TAS -112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies MIAMIDADE COUNTY APPROVED Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 7 Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers P0631 -01 IC- 1320 -94 25- 7688 -3 25- 7688 -10 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 122 Wind Tunnel Testing TAS 108 (Mortar Set) Physical Properties TAS 112 TAS 101 (Adhesive Set) TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Clips) Static Uplift Testing TAS 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Restoring Moments Due to Gravity TAS 112 July 1994 Feb. 1995 June 1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 February 2007 January 2007 NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 7 3. LINIITATIONS 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 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 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 the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 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) Barcelona 900 11.5 1.417 1.08 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) Tile Profile Table 2: Aerodynamic Multipliers - X (ft3) 3 ":12" Tile Profile 6 ":12" X (ft) Batten Application X (ft3) Direct Deck Application Barcelona 900 Barcelona 900 Battens 0.289 0.313 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 6 ":12" 6 ":12" 7 ":12" greater or Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 20.7 20.7 18.1 2 . #8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 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 Tile Application Minimum Attachment Resistance Barcelona 900 Polyfoam PolyProTM 66.5' Polyfoam PolyProTM 38.74 3 Large paddy placement of 63grams of PolyProTM. 4 Medium paddy placement of 24grams of PolyProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set' 24.55 5. Tile -Tite Roof Tile Mortar NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12- 0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7