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RF-14-346Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 211606 Permit Number: RF -2 -14 -346 Scheduled Inspection Date: April 30, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Owner: WILLIAMS, STEVEN Work Classification: Tile/Flat Job Address: 100 NE 99 Street Miami Shores, FL 33138 -2304 Phone Number (305)758 -5519 Parcel Number 1132060132280 Project: <NONE> Contractor: MOONLIGHT ROOFING INC Phone: (786)317 -2178 comments RE -ROOF TILE AND FLAT INSPECTOR COMMENTS False April 29, 2014 For Inspections please call: (305)762 -4949 Page 20 of 28 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 29, 2014 For Inspections please call: (305)762 -4949 Page 20 of 28 . % RE: Permit # F-2" i J1 -3 Y, � Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: -u --/ licensed as a (n) Contractor / Engineer / Architect, (Print name and drete License Type) FS 468 Building Inspector License #: �-� f _ �2- &11 On or about '3 & L"l- , I did personally inspect the roof pe deck nailing and (bate & tirne) (1160 econda water b rrier work at % ®� AV;6- �� p '-C'S, aw' (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 5W.844 F.S) Signature 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. Swom to and subscribed before me this- day of r,Arc ssla+lGAUM . s EXPIRES: August 10, 2017 Bw&d Thm Nctiy Rft UmWwfts Notary Public, Sate of Florida at Large fl e *General, Building, Residential, or Rooting contractors or any Individual certified under 468 F.S. to make such an tnspaotkm. bdude Photographs of eactr pine of the root with permit # and address # dearly shown marked on the deck for each tnspedon Revised on 591120M d 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: \d 0 rA �:_ <--kq r �Z_T 1 FE® 1 4 2014 t �1 ^7 FBC 20 t O Permit No. Master Permit No.12 i- I Lj a y (D ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder )•�Vt�w�` ►- ►��done #: 58 q Address: / f1) NSA" City: �ut�c�.r �o+r -c.S State: V�L zip.331'Ss G Tens asee Name: kbici e�2�„ �i�a.- � Phone#: 1��• 34 4. C s� l Email: '�0 .''p U CONTRACTOR: Company Name: Phone #: Address: City: State: Zip: 3'5 c'q \5 Qualifier Name: lei ci g z— Phone #: 9Z f ?,9 State Certification or Registration #: 0-0-e— LIZ - Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: c�i_ Value of Work for this Permit: $ X5. n0o Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration ONew Wfiepair/Replace ODemolition Description of Work: Submittal Fee $ �l� • C1 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ - t Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Zip . -A* Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will NLkeapproved and a reinspe j ion fee will be charged. r) Owner or Contractor The foregoing instrument was acknowledged before me this y 0710 The foregoing instrument was acknowledged before me this day of "/r"c✓ , 20 rgby ��, `1W\- day of "AL") , 20 / '/, by Cdr \1.1CV , who is personally known to As i( NOTARY IC• Sign: Print: My ission Expires: APPROVED BY or who has produced , 2— la and who did take an oath. f;(PIRPS: SEP03,2016 wuuWAMONNotaRro M who is personally known to me Plans Examiner Structural Review (Revised 3 /1212012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: PUBLIC: has produced and who did take an oath. Jose P• Giron :01AMISSI0N #EE831666 pIPIRcS: SEP,03' 2016 , Zoning Clerk 1( . Miami Shores Village 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 Date: C% 10050 NE 2nd Ave Miami Shores, Fl 33138 (� Re: Owner's Name:e J�X1 W �S� �°`i�- ��c i`� -� 11-•L I AcVV Property Address: It la � �& `�S r Roofing Permit Number: Dear °Building Official: I bLVe.- ,W'-W-A*V� certify that I am not required to retrofit the roof to wall connections of my building because: ehe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) VMS* State of Florida County of Dade The undersigned, being the first duly swom, deposes and aeve-v, A?, w1 u ,P-. Print Name that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this oc & „, day of 7:b,. Notary Public, Sate of Florida at Large fil-� �'•., ICO M Jme A. ISSION EGa3165 e e oe; r 03, 2016 WW AARONNOTARyom • When the just valuation of the structure for pu of ad valorem taxation Is equal to or more than $3�,000.o0, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building app on from a General Contractor for the Roof to Wall connection Humane MltIgation, Revised on 5/2112009 02/24/2014 11:40 FAX CRUM la 001 /001 1 ---01 _ 1 � CERTIFICATE OF LIABILITY INSURANCE CATS �D' M THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THUS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMP-NO, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED, the Policy (leg) must be endorsed. if SUBROGATION IS WAIVED, Gubject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this Certificate does not Confer rights to the certificate holder in lieu of such endorsemen s PRODUCER r'ONMCT NAME cxoNe 1 -e00- 277 -1620 x4300 taA:, xa, A.q• N,e, 727- 797.070¢ LIABILITY FRANKCRUM INSURANCE AGENCY, INC *A, 100 S. MISSOURI AVE. CLEARWATER FL 33756 INSURE AFFORDING COVERAGE i NAICII INSURER A• FRANK WINSTQN CRUM INSURANCE CO. 11800 'roRENTED REMISES Ea eCumft O INSURED INSURER 8 INSURER C, FrankCrum 1-800- 277 -1620 INSURER D. 100 S MISSOURI AVENUE INSURER E CLEARWATER FL 33756 INSURER F. COVERAGES ,.r.w„s: rvumuuc: cg1.7L4 REY1510N NVMbum THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE IN$uRED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RE5P80T TO WHICH THIS CERTIPICATH MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIN DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. &MR LTR TYPE OF INSURANCE ADDL RON SUER NND POLICY NOMYCR PQLIZY15FO (RUMUIYYYYI POLICY ExP 0410VOWYYYY) LIAM AUnW=I1P R9PRM59WATN! '-P�'�/ GENERAL LIABILITY EACH OCCURRENCE $ 'roRENTED REMISES Ea eCumft O $ COMMERCULOENERALU CWMS�IADE OOQUR MEDEXP Rw am person)$ PSIMNAI.BADYIWURY $ OENMULAOGREGATS $ bR,Ni 1POL GATE ustlT APPLIES PER- PR . COWIOP AM S PAWri hRUJEOT $ AWMN OW65 LMALr" x caN g _ _ ALLOWNBO SG e DO[ALY WPA4Y (Per pe,ep) S DOD4Y INJURY 1Per■aauml AUTOS AUTOe NON 4NMEO ItlREDAUTOS AUTOS PROPCM 1Pa oa 0 $ $ VbORLUA 4841 ExCECE LIAR OCC{Ai CWMS.MAOE EACH GE $ AGGREGATE $ DED RETENTIGN S 5 A MILKERS DDM WMTION AND W02014000W 1h I2014 1/1/2015 rNMOY[gS• UABR,RY ANY %iwaffiORIPARLUDE XECUTIVE oft"o fMEMBERExOLUDEDT WA 1Mmiaacery � NH) YYG GTATU• OTIi• X TORY Uwm ER E L EACH ADGDENT 1000 ODO Pribn OF nPFRAI Km u u_ F 1 DWARE - EA EMPLOYEE $1 OED 080 ILL DIEPASE • FOUCY LINrr 51000 000 DE80R67ION OF OPERATIONS I LOCATIONSrYEIUCLEB (Atlas ACOIOI 101. AddllOnal R*Alat* 8dadvb, ItMOM *Pace Is MWAred) EFFECTIVE 01/132014, COVERAGE 13 FOR 100x/* OF THE EMPLOYEES OF FRANKCRUM LEASED TO MOONLIGHT ROOFING,, INC. (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES CERTIFICATE HOLDER ®1888 -2010 ACORD OOKPORATICN. AO rights rbxmrvwL ACORD � (M70lOSj The ACORD nvRw mind logo ma raglsrxrxB maAts Of ACORD NCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BB CANCELLED BEFORE THE OWIRATION DATE THEREOF, NOTICE YAL.t, BE DEL IYEREO IN MIAMI SHORES VILLAGE BUILDING DEPARTMENT ACCORDANCE WITH "ll POLICY PROVISIONS. 10050 N.E. 2ND AVENUE MIAMI SHORE, FL 33136 AUnW=I1P R9PRM59WATN! '-P�'�/ ®1888 -2010 ACORD OOKPORATICN. AO rights rbxmrvwL ACORD � (M70lOSj The ACORD nvRw mind logo ma raglsrxrxB maAts Of ACORD ■ ■ I 11 somp �1(0 —YTT 1 Imo! e I ar z ul w t, 0 uj 8 a z a: L4 U., < 0 -cr N m —YTT 1 Imo! e I r� 2; tit 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. The owner's initial in the designated space indicates that the item has been explained. 1.0. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. A611�Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. -A l /Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. %/,-F2 Ponddng water: The current roof system and/or deck of the building may not drain well and ma y 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 original roofing system is removed. Pounding conditions should be corrected. 6. A-F ' Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7.7t j 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 i xtending th e ervice life of the )ger/Ageks Si ture Date of - Ib- l� Contractor Sign re Ate Revised on 7/9/2009 LD • p Tile Roof S3st= MUAM"M M Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section D Tile Roof System Roof System Manufacturer: I EAGLE ROOFING PRODUCT LLC Notice of Acceptance Number (NOA): 11 -0321.03 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1 • -39.1 P 2• -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 29.3 psf Fill in the specific roof assembly components. ff a component is not required, insert not applicable (n/a) in the text box. Roof Slope: 3 "712" Roof Mean Height: 14 it Method of Tile Attachment: — Adhesive, 2 Small Paddy Polyfoam Polypro -- Alternate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: —3" face 26 ga.-- Drip Edge Material Type: I -- Galvinized Metal— Drip Edge Fastener Type: 1 -1/4" RS NAIL 4 "OC Hook Strip /Cleat gauge or weight: I — Select Hook Strip — Deck Type: —5/8" Plywood — Optional Insulation: NA Optional Nailable Substrate: NA Optional Nailabie Substrate Attachment: NA Basesheet Type: ASTM FELT 30# D226 Fastener Type for Basesheet Attachment: 1-1/4" RS NAIL & TIN CAP 1 -5/8" Tile Underlayment (Cap Sheet) Type: ASTM FELT 90# Tile Underlayment Attachment Method: HOT MOP ASPHALT Tile Profile: EAGLE CAPISTRANO CONCRETE TILE Section E ' I t COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127' For Moment based file systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: -39.1 X 0.277 = 10.83 _ Mg: 6.99 = Mr1: 3.84 5 29.3 NOA Mf P 2: -68.1 X X 0.277 = 18.86 - Mg: 6.99 = Mr2: 11.87 529.3 NOA Mf P 3: -100.7 X X 10.277 = 27.89 - Mg: 6.99 = Mr3: 20.90 5 29.3 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127' For Uplift based tile systems use Method 3. Compare the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the file attachment method is acceptable. P1: x I: Symbol = x w: Design Pressure _ 1-w- = Mean Roof Height x cos g; = Fr1: 5 NOA F P2: xl: 8 = ®x w: Aerodynamic Multiplier = -W: = Restoring Moment due to Gravity x Cos 0: 0 = Fr2: ®5 ®NOAF P3: ® x I: Required Moment Resistance _ x w: Minimum Attachment Resistance _ - W: = Required Uplift Resistance x cos A: = Fr3: Average Tile Weight S NOA F' Where to Obtain Information to complete the calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) 5 — - 1 COUNTY MIAMI -DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 1 1805 SW 26 street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T(796)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadepov/buildinBl Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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: Capistrano 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 #07- 1018.09 and consists of pages l through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0321.03 Expiration Date: 10/05/16 MIAMI ECOtJPiTY Approval Date: 05/12/11 ` 2 5 Page 1 of '1 N ROOFING ASSEMBLY APPROVAL Cateaorv: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Capistrano Concrete L = 17" TAS 112. High profile concrete roof tile. For direct Tile W = 12' /A" deck or battened nail -on applications. Thickness =' /z" Trim Pieces I = varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. NOA No.: 11-0321.03 M e cou� Expiration Date: 10%05/16 .,� Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Aaencv Test Identifier PRI Asphalt Technologies ERPF - 001 -02 -02 Redland Technologies 7161 -03 Appendix III Redland Technologies Letter Dated Aug. 1, 1994 Redland Technologies P09647 -01 Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. P0402 94 -083 94 -084 25- 7094 -(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214 -(3, 4, &7) 25- 7804 -4 520111 -3 520191 -2 -1 Calculations Test Name/Report TAS -112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101(Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Date Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Nov. 1994 .Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 NOA No.; 11-0321.03 rtmi- E cou�rry Expiration Date: 10/05/16 Approval Date: 05112/11 Page 3 of 7 01 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 30190 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 114 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) Capistrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers - A ft Tile Profile A (ft) Batten Application A (f e) Direct Deck kkpplication _ Capistrano Concrete Tile v 0.300 0.277 Table 3: Restoring Moments due to Gravl - M ft-I Tile 3 1':12" 4 ":12" 5 ":12" 6 " :12" Greater than Profile 7 ":12" Capistrano Battens Direct Battens Direct Battens Direct Battens 7birect Battens Direct Concrete Tile Deck Deck Deck Deck Deck 6.68 6.99 6.57 6.88 6.44 6.73 6.2'8 6.56 6.1 Q 6.38 NOA No.: 11-0321.03 MIAMNQADE M Expiration Date: 10/05/16 „ Approval Date: 05/12/11 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Nail -On.S stems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Capistrano 2 -10d Ring Shank Nails 2_8.6 41.2 19:4 Concrete Tile 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 Screw 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 2 -10d Ring Shank Nails 33.1 48.1 45.2 1, Installation with a 4" tile headiap and fasterners are located a min. of 2%0 from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application _ Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company 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 - Mr (ft -lbf) for Single Patty Adhesive Set Systems _ Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Polyfoam Poly Pro"' 66.5 Polyfoarn Pol Prom 38.7 3 Large paddy placement of 63grams of PolyProTm- ,qLpaddy placement of 24 rams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mr(ft -lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Capistrano Concrete Tile Mortar Sef 24.5 5 Tile -Tito Roof Tile Mortar. NOA No.: 11-0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL! SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system, NOA No.: 11-0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 P owu, DRAWING Puri L:M O CAPISTRANO CONCRETE Rom TILE END OF THIS ACCEPTANCE NOA No..- 11-0321.03 Miami OUNTY Expiration Date: 10/05/16. Approval Date: 05/12/11 Page 7 of 7 MIAMI -DADE COUNTY MIAMF PRODUCT CONTROL SECTION ravul 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLg0Jlconom1 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 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 RER - 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. RER 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 AH -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 NOA revises NOA 12 -0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13- 0502.02 MIAM4�ADE c011NTlf Expiration Date: 05 /10/17 "RO ' Approval Date: 12/12/13 Page 1 of 11 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 Roofing 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 file adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Prove Proverty Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs. /ft' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ftz 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Revort Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAM40�►DE COUNTY 3. 3M' 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3M' 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. NOA No.: 13- 0502.02 NIIAM� oi4oE Expiration Date: 05/10/17 ..O Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 maybe used with any roof file 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 Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 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). 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 1 to 2 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. NOA No.: 13- 0502.02 rnnr an/►oe c Expiration Date: 05/10/17 . RO Approval Date: 12/12!13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17 -23 sq. inches 45-65 Flat, Low, High Profiles #1 17 -23 sq. inches 45-65 Flat Profile #2 10 -12 sq. inches 30 Low Profile #2 12 -14 sq. inches 30 High Profile #2 17 -19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8 -9 sq. inches at 12 grams per paddy head of tile 9 -11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20 -25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65 -70 sq. inches 34 grams under pan LABELING: All 3M'- 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 13- 0502.02 MIAMI•DADECOUNTY Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail through phmtic ce (when required) Paddy Meneath TUe) Underlayment 101n.z 2 In. wide Battens o optional o Save laurse Fasda Weephole 101n. 2 in. Fare dosure Drip edge P-1 R" st^n5a' APPROVED Flat/Low Profile Tile I . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 APPROVED Flat'Low Profile Tile Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlook of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening. rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) -14 (90.3 cm) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 nun) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) -19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Fl®t WwProl leTUe ftdlum Proffi&iNa• APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17 -23 iW (109.7 -148.4 cm) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8 -9 iW (51.6 -58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12113 Page 9 of 11 xl ftdlum Proffi&iNa• APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17 -23 iW (109.7 -148.4 cm) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8 -9 iW (51.6 -58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12113 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm) -11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 13- 0502.02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 Page 10 of 11 .• ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq.1n. Steep pitch applications In coact with the pan tile. (when required) 2)Turn covers upside down. Place adhlWW1. to 1 In. from outside edge of cover Ule Then Install the tile. Ensure 20 to Underlayment 1-"00- Eave closure (motar shown) point -up Mortar on longitudinal edges of We Remove top portion of the cave course cover tge.Abut to second cause of pan tiles. Ensure eave and of pan and cover tiles are flush at am Rne. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan file course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover file to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 13- 0502.02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 Page 11 of 11 Section C NA* M ®� Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the spec roof assembly components. p a component is not required, insert not applicable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: I GAF Top Ply: GAF MINERAL CAP SHEET Product Approval (NOA): 13- 0424.09 System Type: Top Ply Fastening / Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (131) Field: -42.8 psf (P2) Perimeters: '71.7 psf (P3) Comers: -108.0 psf Maximum Design Pressure From NOA: -52.5 psf Roof Slope: 0 11:12 Roof Mean Height: 14 ft. Parapet Walls: 0 No 1-1 Yes Parapet wall Height: ft. Deck Type: —5/8" Plywood Support Spacing: L' � - r " o/c Alternate Deck Type: NA Existing Roof: SAME Fire Barrier: NA Vapor Barrier: NA Anchor Sheet: NA Anchor Sheet Fastener / Bonding Material: NA Insulation Base Layer Size & Thickness: NA Insulation Base Layer Fastener / Bonding Material: NA Insulation Top Layer Size & Thickness: NA Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No. of Ply(s): GAF GLASSBASE 75# (1) PLY Base Sheet Fastener / Bonding Material: 1 -1/4" RS NAIL AND TIN CAP 1 -5/8" Ply Sheet(s) & No. of Ply(s): GAF PLY IV (2) PLIES Ply Sheet Fastener/ Bonding Material: HOT MOP ASPHALT HOT MOP ASPHALT Surfacing: I GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: NA Single Ply Sheet Width: NA -1/2 Sheet Width: rN7A " No. of Single Ply, 112 sheets: Single Ply Membrane Fastening / Bonding Material: NA FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: a -o/c @ Laps J27 rows r97 " o/c 2. Perimeter. r67 " o/c @ Laps & r47 rows f " o/c 3. Comer. r67 " o1c @ Laps & a rows El " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: rN7A 2. Perimeter rN7A 3. Comer. rN7A Insulation Fastener Type: NA WOOD NAILER TYPE AND SIZE: F FASCIAL Wood Nailer Fastener Type and Spacing: #12 WOOD SCREW EDGE & COPING METAL SIZES: Edge -Metal Material: — Galvanized Metal — Edge Size: —3" face 26 ga. - Hook Strip Size: I — SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 1-1/4" RS NAIL 400C Coping Material: I — SELECT PARAPET WALL COPING MATERIAL — Coping Size: — SELECT COPING METAL SIZE OR THICKNESS= Hook Strip Size: I --SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: NA Insulated Nailable Deck With Edge Nailer MIAMF ADE ,Vetiverim; Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Roof Mean Height: 14 B, Drip Metal: 3X3 GALV 26G Continuous Cleat: Top Ply `' NA li terplies +, Surfacing: Base Sheet ', GRANULES ' Top Ply: Auchoi Sheet , ,4 GAF MINERAL CAP SHEET I _ Interplies: J .- Drip Metal GAF PLY IV (2) PLIES Base Sheet: QidirnIous GAF GLASS BASE 75# a Cleat Top Layer of Insulation: , = a a - Mood Nailer _ NA Iq Base Layer of Insulation: Roof Deck , ' Wood Nailer: Base Layer }'• 1 X 8 FASCIAL BOARD of Insuh-Ai011 — ' ., Wood Nailer Fastening: Top Loei 8D NAIL @ 16" of Ii istdation Anchor Sheet: NIA Deck Type: PLYUVOOD 518 rage Z U1 -)_) The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1 /z• 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 214-1n. thick periite board and deck with rosin paper (periite /rosin paper /polystyrene /periite) is a suitable alternate for polyisocyanurate board in the following Class A, 8 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 -Ply@ Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any periite 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 21/2 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. 1. Deck: C -15/32 Incline: 3 Class A Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or Polyisocyanurate or urethane or periite / polyisocyanurate composite or perlite/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 -Ply® Ply 4" or "GAFGLAS@ Ply 6" hot mopped. Surfacing: — Gravel 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or periite / polyisocyanurate composite or perlite /urethane Composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet- — Three or more plies Type GI or "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCap•" TM BUR Mineral Surfaced Cap Sheet." I Incline: 2 Insulation (Optional): — One or more layers periite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite/urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type Gi "GAFGLAS@ Ply 4 ", "Tri -Pty@ Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapTM 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 periite 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 -Pty@ #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" or "Tri -Pty@ Ply 4" or GAFGLAS@ Ply 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." S", clng (optional): — "TOPCOAT@ EnergyCote —" applied at a rate of 2 -gal /100 -ft2. 5. Deck: NC Incline: 3 h ttp:/ /database. ul.com/cgi- bin /XYV/ template /LISEXT /1 FRAME /showpage.html ?name =T... 2/23/2012 MIAMI -DADE COUNTY MIAAMMaOADE PRODUCT CONTROL SECTION LSJJ►W 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DMSION T (786)315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoL/eeonomv GAF 1361 Alps Road Wayne, NJ 07470 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 RER - 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. RER 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: 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 revises and renews NOA No. 07- 1219.09 consists of pages 1 through IT The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10131113 Page 1 of 17 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® Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaTM Base Sheet, Stratavene Eliminatoom Nailable Venting Base Sheet, Ruberoie 20, Ruberoid® SBS Heat- WeldTM Smooth or Ruberoido SBS Heat - WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS ®. Ply 4, GAFGLAS® F1exPlyTM 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® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tedm #12 Fastener or Drill -TecTM #14 and Drill - TecTM 3" Steel Plate, Drill -TecTM AccuTmc® Flat Plate or Drill -TecTM AccuTraco Recessed Plate 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 PlyTM 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 spacin 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® #80 UltimaTM Base Sheet, Ruberoid ®20, Ruberoid® 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 #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -Tedw #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrac® Flat Plate or Drill -Tedw AccuTrac® Recessed Plate 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 -Tedm 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.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Teem #12 Fastener or Drill -Teem #14 Fastener and Drill -Teem 3" Steel Plate, Drill-Teem AccuTraco Flat Plate or Drill -Tec rm AccuTrac'o Recessed Plate 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 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved aspiia t 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® EnergyCapT" BUR 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 on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 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. 2. Topcoat® Surface Seal SB applied at Ito F.5 gal. /sq. Maximum Design Pressure: See Fastening Above NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" Dens DecOl Roof Board or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I . 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 2751bf. 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 Professional Engineer, Registered 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 to 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 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13 -0424.09 Expiration Date: 11/04/14 Approval Date: 10/31113 Page 17 of 17