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RF-15-2747 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-247976 Permit Number: RF-10-15-2747 Scheduled Inspection Date:April 20,2016 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner. PIERRE,SAI-NAVE&LILA Work Classification: Repair Roof Job Address:245 NE 96 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060134090 Project: <NONE> Contractor. MIAMI ROOFING SYSTEMS,INC Phone: (305)754-5554 Building Department Comments REPAIR TILE 12 FEET OF ROOF. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments PassedE2REATED AS REINSPECTION FOR INSP 247848. CREATED AS REINSPECTION FOR INSP-247620. CREATED AS REINSPECTION FOR INSP-246777. by carlos Failed ❑ cancelled by Carlos 305-7545554 Supply renailing affidavit and uplift test Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 19,2016 For Inspections please call: (305)762.4949 Page 8 of 46 MiamishoresVillage soon gated Building Departmet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 DRi Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# ZZf DATE: INSPECTION AFFIDAVIT I licensed as a { c>ntractor engineer/Architect, (Print name and drde License Type) FS 468 Building Inspector License#: 4-(W, On or about /J^/6 , 1 did personally inspect the roof deck nailing (Date&time) work at fmss/ 5^ ?'lU% 409& (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) Si ature State of Florida County of Dade: The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this r'/— 146 day of CARL08 PITA Notary Public-Side of Fbtida Notary Public, Sate of Florida at Large Aly Comm.E>rplires Ago 16.2016 Commissar 0 FF 142787 "General,Building,Residential,or Roofing contractors or any individual certified under 468 F.S.to make such an inspection.Include pholographs of each plane of the roof w!M permit#and address#dearly shown marked on the deck for each inspection va,Acm nn nr4nnnWAM MMO Lab Report No. 125895 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY C.A.#30448 Lab Certificate#13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PROPERTYADDRm. 245 NE 96th Street,Miami Shores PERMITNo: RF10-15-2747 OWNER: Salnavi Pierre ROOFING SQUARES: 1 CONTRACTOR: Miami Roofing ROOF PITCH.• 4:12 TILE TYPE: Double Roll INSPECTOR INI u. AB ATTACHMENT. Polyfoam TEST DATE: 4/7/2016 Testing Equipment:Di ital Chatillon DFIS 200 Test Tabulation Required Testina Force:35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 Passed THIS ROOF HAS:PASSED ® FAILED❑THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. I I / Non-Tested Roof Area 54' / l �I \ r / TealedArea- sincerely, \ Marlin Brinson,P.E. Lic.No. 60749 f** 10735 SW 216"St. Unit 416 Page 1 of 1 Tel:305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax:305-256-6833 Miami Shores Village 9 10050 N.E.2nd Avenue NEQ un Miami Shores,FL 33138-0000 Phone: (305)795-2204 r Expiration: 04/26/2016 Project Address Parcel Number Applicant 245 NE 96 Street 1132060134090 SAI-NAVE$LILA PIERRE Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SALNAVE&LILA PIERRE 245 NE 96 Street MIAMI SHORES FL 33138-2715 245 NE 96 Street MIAMI SHORES FL 33138-2715 Contractor(s) Phone Cell Phone Valuation: $ 1,800.00 MIAMI ROOFING SYSTEMS,INC (305)754-5554 Total Sq Feet: 12 Type of Work:Repair Available Inspections: Additional Info:REPAIR TILE 12 FEET OF ROOF. Inspection Type: Classification:Residential Roof Repair Scanning:3 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# RF-10-15-57582 DBPR Fee $2.00 10/29/2015 Credit Card $66.20 $50.00 DCA Fee $2.00 Education Surcharge $0.40 10/28/2015 Credit Card $50.00 $0.00 Permit Fee-Repairs $100.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $116.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI . I rtify that all the for Ing i tion is accurate and that all work will be done in compliance with all applicable laws regulating construction and z mg Futhermore,I autho' ea ov named contractor to do the work stated. October 29,2015 Signature:Owner / A t / Contractor / -A—ge-n-r Date Building Department Copy October 29,2015 1 Miami Shores Village Building Department T 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 OCT 2015 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(3031762-4949 FBC 201 c4 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING 0 ELECTRIC �OOFING C] REVISION C]EXTENSION RENEWAL PLUMBING M MECHANICAL MPUBLICWORKS [:] CHANGE OF M CANCELLATION [:] SHOP ` ' CONTRACTOR DRAWINGS JOB ADDRESS: cq q f) N F qU 4 City: Miami Shores County: Miami Dade Zip: 3'313?, Folio/Parcel#: 11 32®(p– 01 Wq® Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 55Q1 i7j.,1& ` ef°(- Phone#: Address: 6QInCLVe "'?i eIrM dY5 �F q9`06i' I Zi 3513? City:_�Yijai'}'>i Cit'�eS State: F p: Tenant/Lessee Name: Phone#: Email: OV I ROOF Wo$YS TUIS H 0 O. C 0H. s CONTRACTOR:Company Name: /L Phone#: Address• City: /' nt State: Ef Zip: 33/Sb Qualifier Name• Phone#• State.Certification or Registration#: Certificate of Competency#: DESIGNER:ArchRect/Engineer: Phone#: Address: City: ____State: Zip: 2,.TVValue of Work for this Permit:$ A Square/Unear Footage of Work: 12— TVs s of We*- 0 Addition Q Alteratlo .Q.New b Repair/Replace 0.Demolition Description of Work: �= Spec#y color of coior thru We: Submittal Fee$ Permit Fee$ 100 • CZ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ SRsuctural�sidewa$ .Bond$ TOTAL FEE NOW DUE$ (RevbedO2/24n014) f ' t Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) .Mortgage•Lag's Address City State Zip Application is hereby made to obtain a permit to do the work and Installations as Indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating ,construction in this}urlsdiction. i uadevstand that a separate jwmlt 4nust be secured for E.LE.CTAIC, PLUMBING, =-NS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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. "WARMNG TO OWNER: YOUR FAILURE TO RECORD A -NOTJCE OF COMNIFENCEMENT AAAY 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." AWke to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2;SW,the applicant frust 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 certi}led copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. Sign Signature OWNER or AGENTCONTRACTOR The foregoing instrument was acknowledged before me this Th37day ng instrume t was acknowledged before me this 9 day of I .20 Z r by o 20 f ,by S J]1 !.e eM ..who.is personally known`, noll tA .who as persottab known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBUC: NOTARY PUBLIC: Sign: Sign: • ° AARTI[VEZ Print: _' a Print- -tide d BONN MW Of RUM Fwdftb Apr 14 2018 Seal: ="'r, MY CLAIM 81111111ft Ale 14.2018 Seal: COMMISSR a#EE law NP- T it MtrVM./ltynitMM�MytFMuIuMMM�tMM�ihM *iMiUMMRM�• rltMMtwMMnMMMuMIFtihMMi►wUiMOt*UtlMyrMMOtMMMMKMrMiRiRFrt+UMtyMMi�ltUMtUMOntlu/iFiMRR APPROVED BY Plans Examiner Zoning Structural Review Clerk MevbedO2J24/2M4) Miami shores Village • OCT 2 8 2015 I Building Department 10050 N.E.2nd Avenue u >R n=== Miami Shores, Florida 33138 Tet: (305) 795.2204 j Fax: (305) 7x6.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores,Fl 33138 Re: owner's Name: i t�YVg Property Address: Q y 5 ME qlo Roofing Permit Number: Dear Building C►fficial: I_ I elelVr, eff4P, certify that i am not required to retrofit the roof to wall connections of my building because: Ae just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach prof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions o€1994 edition of the South Florida Building Code(1994 SFBC) 0�'-Jnnc V42 !�:Pj-e rrR., Signature Print Name State of Florida County of Dade The undersigned,being the first duly sworn,deposes and says that he/she i the owner for the above property mentioned. Sworn to and subscribed before me this day of DOG- Notary Public, Sate of Florida at Large „ Yrr Com. ��A14.Kill • When the just valuation of the structure for pine ep��sn 1 and the bukft was not constructed wish FBC ra a 4894 SFBC.Then you must provide a bku ding aper adon ----- f to WaY conium Hurrkarre R9iligat m. Reed on WON _ OCT 2015 = SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.9 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. 2• SRenalling wood decks:When replacing roofing,the existing wood roof deck may have to be re ailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. 5 Exposed Ceiling:Exposeil,open beam ceilings are where the underside of the roof decking can vied from below.The owner may wish to maintain the architectural therefore, roofing nail appearance; g penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. i Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not ov®doad�from a buildup of water.Peru�ter/edge we#or other roof extension may block this discharge if overflew 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. Owner/Agents Ag Signature Date Co r th Date Property Address Permit Number Revised on 7OW09 LI ,07101120%, • ...... .... ...... Goo.... . .. ..... 00 TYApr :0 BY DATE OT •• ' i••••i IT DF d j',111iJ{ t:f Ic)(:c�1il'I yANIGI-WITH ALL FFDFRnL t t • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 Florida Building Code 5th Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 INSTRUCTION PAGE 1 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING•PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: i1 1 Roof System Required Sections of the Attachments Required - Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 0 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 1 1 Other As Applicable 1,2,3,4,5,6,7 1 I; ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 1 2. From Product Approval: Front Page Specific System Description 1 Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128 1 1 4. Other Component of Product Approval 11 5. Municipal Permit Application 6. Owners!Notification for Roofing Considerations(Reroofing Only) 1 7. Any Required Roof Testing/Calculation Documentation 6 00 0 •••... •••. •••••• .•.•.• •• . ••.•. • . • . . •••••• • • • 15.36 FLORIDA BUILDING CODE--BUILDING,5th EDITION(2014) Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliczcr Palacio on Jun 8,2015 1U:32:12 AM pursuant to Licensc Agreement.No further reproductions authorized. i f ROOF ASSEMBLIES AND ROt Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section A(General Information) Master Permit No. Process No. Contractor's Name •I t jV Z It t 't Job Address d4 IVB�G ROOF CATEGORY � O Low Slope 0 Mechanically Fastened Tile Mortar/Adhesive Set Tiles • Asphaltic Shingles 0 Metal PanellShingles Wood Shingles/Shakes � 0 Prescriptive BUR-RAS 150 1 ROOF TYPE ® New roof Repair 13 Maintenance © Reroofing 13 Recovering ROOF SYSTEM INFORMATION I Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF) Total(SF) Section B (Roof Plan) t Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. include dimen. sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. i 1 lr — 1 A ' g I � 40.00. o I} Soso 0 4040.. 4040... .. . 40 40 : 4040. � 000 . 4090. 000 0.- . 0 . 4040.. _ 00.116 . _ 4040 0 ...00 4040 . - - z40400 . 00*** .00..40 e 4040 9 . 000 . . 00 40 o . FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 Copyright to,or licensed by.ICC(ALIS RIGHTS RESERVED);accessed by Mie=Palacio on Jun 8.201$10:32:12 AM pursuant to Liconse Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) m High-Velocity Hurricane Zone Uniform Permit Application Form $ Section D(Steep Sloped Roof System) � $ Roof System Manufacturer: . i $ Notice of Acceptance Numberf C� -- (�t`� 'l} of ! Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): _ $ P1: P1'_ —(oy.l P1: '1CSt�• $ $ Deck Type: _ Type Underlayment: F -f-1'4 Roof Slope: ! 12 insulation: ! Fire Barrier: / 14 $ $ Ridge Ventilation?^� Fastener Type&Spachg: Na, � 1 $ $ Adhesive Type: Type Cap Sheet: $ Mean Roof Height: r t� Roof Covering: Type&Size Drip $ xcUi Edge: ! QU Go J 9999.. 6 9999.. .. . 6606 6 9999.. 9999 9 999999 9999. .9400 9999 .. .. 9999 . 6• 6060• . . 9999.. .. . 9999. . . . 60 06 06 6 0600.0 666666 6 00 . 6 6 6 9999.. 006000 6 . 660066 60 . 6 666 6 6 00 6 FLORIDA BUILDING CODE--BUILDING,5th EDITION(2014) 15.39 e j ! Copyright to,or licensed by ICC(ALL RIGHTS RESERVED);accessed by Flicur Palacio on Jun S.2015 10:32:12 AM pursuant to license Agreement.No further reproductions authorized. f ROOF ASSEMBLIES AND ROOFTOP STRUCTURES a Florida Building Code:ith Edition (2014) I I High-Velocity Hurricane Zone Uniform Permit Application Form. 1 I I Section E(Tile Calculations) I For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from Mf. If the Me values are greater than or equal to the M,values,for each area of the roof,then the file attachment method is acceptable. I 1 Method 1 "Moment Based Tile Calculations Per RAS 127" 1O (P 1''39 x 2,.497 -J1_- �-Mg:S(Oq M,,5 g� Product Approval M, I {P2: x3,. 1_�. -Mg:�`y=Mrz�S3 Product Approval M, I (P3/OD.?x% M= -Mg: S.(off M a( Product Approval M, Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M)From Table Below Product Approval M, 5 M,required Moment Resistance` I Mean Roof Height I Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 I 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 I 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 I 'Must be used in conjunction with a list of moment based tine systems endorsed by the Broward County Board of Rules and Appeals. I For Uplift based file systems use Method 3.Compared the values for F with the values for Fr. If the F'values are greater than or it equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. I Method 3"Uplift Based Tile Calculations Per RAS 127" x w: W: x cos @ =F,, Product Approval F' (P2: x L = x w:_ }-W: x cos @ =F,2 Product Approval F' 1 (P3: x L = x w:=____)-W: x cos @ =F„ Product Approval F I I Where to Obtain information I Description Symbol Where to find I Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 I Mean Roof Height H Job Site I Roof Slope @ Job Site :06000 I Aerodynamic Multiplier Product Approval •• • 0000 • • I estoring Moment due to Gravity M9 Product Approval 060000 •••• 00000 ! Attachment Resistance M, Product Approval • 00000 • 1 equired Moment Resistance M Calculated • • • • M" •••• • •• •••• I Minimum Attachment Resistance F' Product Approval •••••• .. •:••• I Required Uplift Resistance F, Calculated 96,694 •• •• ••••• I Average Tile Weight W Product • Approval • • • Tile Dimensions ••••• L =length W=width Product Approval • • V•••• • I All calculations must be submitted to the building official at the time of permit application. •• • ••• 15.40 FLORIDA BUILDING CODE--BUILDING,5th EDITION{2014} 1011110k, WHIM 911114911 1 Copyright to,or licensed by.ICC(ALL RIGHTS RESERVED);accessed by Etiezor Palacio on Jun 8,2015 103212 AM pursuant to License Agrccment.No furtber vVroducdons authajZed. i MIAMNQAD MIAMI-DADE COUNTY ' PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aoy/gera Santafe Tile Corporation 8825 NW 95th Street Medley,FL 33178 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: Santafe Spanish `S' Clay 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 NCAA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, "Wowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is;tijpfayed, ttenit shall beo1e in its entirety. ...... .... ...... INSPECTION: A copy of this entire NOA shall be provided to the user by the manufa:tuner pr its ii:tribe tors euid•• shall be available for inspection at the job site at the request of the Building Official. 0000 • •• ""' •••••• •• • ••••f This replaces NOA# 10-1005.15 and consists of pages I through 5. " " " ' 0000;' The submitted documentation was reviewed by Alex Tigera. •• •• ..• •• Ned A•'i<r:.: 12-b 210.01 MIAMI RADE COUNTY Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Cateeory: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Santa Fe"Santafe `S" Clay Roof Tile, as manufactured by Ladrillera Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this Notice of Acceptance. For locations where the pressur.requirements,as determined by applicable Building Code does not exceed the design pressure values obtaintA 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 Santafe `S' Clay Roof L= 18" TAS 112 One piece high profile clay roof tile equipped with Tile W= 11.1" two nail holes. For nail-on,mortar set and adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at hips, w=varies rakes,ridges and valley terminations. Manufactured varying thickness for each tile profile. 2.1 MANUFACTURING LOCATION 1. Bogota, Colombia 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering,Inc. 94-156-8 TAS 101 Aug. 1994 94-156-9 TAS 102 The Center for Applied Engineering,Inc. 25-7203-1 TAS 101 March 1995 The Center for Applied Engineering,Inc. Project: 074)7-00-91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161-03 TAS 108 • :.•.:Dec. 1991*60666 Appendix II (Nail-'QV 0000 •• Redland Technologies 7161-03 Static Uplift•TgMng •••••Dec. 199'1"• Appendix III TAS 102&'I.1�S*f 02(A)•• •• :**so: RedlanTechnologies P 0402 Withdrawal k- istance % 0••gept. 1993.0 Testing of Scrc'd .e9mootb".•. 0.000 shank nails 0* • • •0••:4 ...... 00 . 0 • 0 00.00. 000000 0 0 .0.... '• NjI'Aj�ft�,: 12-tf210.0I MLMRE a uNtTY Expiratfo3h DIte: 02/01/16 Approval Date: 05/31/12 Page 2 of 5 t 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date Redland Technologies P 0647.01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631.01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants,Inc. 2353.4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants,Inc. 2353-10 TAS 101 09/22/03 IBA Consultants, Inc. 2353-11 TAS 101 09/22/03 IBA Consultants,Inc. 2353-)3 ASTM C 1167 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a sta tic field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-DsLde County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. ;3uch testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications ma;,be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufact firers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' 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(llbf) Length-1 (41•.•� •Width w*000 Santafe'S' 6.7 1.5 • 0.958 .... .. ...... .. . ..... .. .. .. . ...... . . . . 0000:*. • • NTY •• • NO•A$4112421 O.Of MtAMWADE COU V ,... Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 3 of 5 Table 2: Aerodynamic Multiplyers—X(ft ) Tile ). (ft) (ft) Profile Batten Application k Santafe'S' 0.274 0.297 Table 3: Restoring Moments due to Gravity -M9 (ft-lbf) Tile 2":12" 3"•12" 4":12" 5"•12" 6"•12" 7"•12" or Profile greater Battens Direct Battens Direct Battens Q►irect Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Santafe'S' 5.93 5.90 5.85 5.82 5.73 1i.69 5.56 5.53 5.32 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Nail-On :)ystems Tile Profile Fastener Type Direct Deck Battens Santafe'S' 2-10d Ring Shank Nails 21.8 N/A One#8 Screw 29.16" N/A Two#8 Screws 38.28 NIA One#8 Screw w/Clip 57.31'," N/A Two#8 Screws w/Clip 57.60 61.77 1. Approved screws as noted'Product manufactured by others'. 2. When using one screw it must be installed in the inside hole loaded nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Santafe'S' Tile Bond • 3 .8 Polyfoam Pciypro AH 160Tm IC28.n •••••• 2 See manufactures component approval for installation re uiremeits. •• • • 3 Flexible Product, Inc.Average weight pera 10.4 grams. ...... .... ...... 4 Polyfoam Product, Inc.Average weight per patty 9.4 grams. ...... Table 5A: Attachment Resistance Expressed as a Moment% .tft-Ib •• ••;••• for Single Patty Adhetsive Set Systems Tile Tile Application • Minimum,Attachmene�• ProfileL949&nce Santafe'S' Polyfoam Polypro AH 160"m .• 634 •••••• Polyfoam Polypro AH 160Tm 1140. 5 Paddy placement of 63 grams of Polypro AH 160"". 6 Paddy placement of 24 grams of Polypro AH 160T". Table 6: Attachment Resistance Expressed as a Moment-Mf(ft4bf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Applicat.Ion Resistance Santafe'S' Mortar c�et 23.6 NOA No.: 12-0210.01 Mwh�aoe►De Cour Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 4 of 5 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami-Dade County Product Control Approved". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH"S"CLAY ROOF 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. PROFILE DRAWING When using one screw use this hole. 1819 O 0000.. 0 . 0000:0 .. 0000 0000.. 0000 .0.000 0000 0000.. .. 0000 . .. 00000 Deese• 00*00 e0e09 .. .. as a sees.. 11.1" 0000.. e . . . . . . 000000 .0000. s . .sees. 00 . . 000 . 0 see* "SANTAFt S" CLAY ROOF TILE END OF THIS ACCEPTANCE CWMAMI-DADECOU- NOA No.: 12-0210.01 NTY Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 5 of 5 MIAMI-DADE COUNTY MIAMMDY4D>r PRODUCT CONTROL SECTION 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.ndamidade.Eov/economy 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: 3Mrm 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 al}JA;re has b��n no cliariga• 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 bee1j*&t eyision,tr•ch#.nge iri the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endbl Iftent of any'produ&O f8f .00 . . .... sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply wttb an} section of• this NOA shall be cause for termination and removal of NOA. •••••• •: ADVERTISEMENT: The NOA numberreceded b the words Miami-Dade County,.Florida, and ISflMed by the. expiration date may be displayed in advertising literature. If any portion of the NOA is dogplayed, thgr it ftIl begone 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 13-0502.02 and consists of pages I through 11. The submitted documentation was reviewed by Alex Tigera. ® MIAMNDADE C•• OUNTY NOA No.: 14-0805.01 •f Expiration Date: 05/10/17 Approval Date: 09/04/14 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 this Notice of Acceptance.For the locations where the design pressure requirements, as determined by applicable building code, do 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 tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 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 attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. :000:0 MANUFACTURING LOCATION: 00* 0 ••••;• .. . 0000 1. Tomball,TX. ... 00**** 000.0. 0000 .. . :0000: . PHYSICAL PROPERTIES: 0000 . 0000000. Property TestIt 00 • ••`••• .. . 0000 . .. . Density ASTM D 1622 1.6 lbs./ft.' 0 0 0 0.. 09#00:0 Compressive Strength ASTM D 1621 18 PSI Parallel to rise ' 0 0 00:0 0000.. 12 PSI Perpendicular to rise.•. :0660: Tensile Strength ASTM D 1623 28 PSI Parallel to rise •• 0• :•: • Water Absorption ASTM D 2127 0.08 Lbs./Ft2 ' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @158T., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 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.: 14-0805.0] MwhtwADeCour�rtr Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] 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 ...... '(13/4099 ....:. 520109-2-1 ...:.. . :0. .... ..... .••.. LIMITATIONS: •••�•• • ••�••. 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile AssefNbl�'for fire f ffilg. '•":• ... .. . 2. 3Mn"2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, row*&t high•tile 3. Minimum underlayment shall be in compliance with the Roofing Application Standard R^ 120.•• ••• �....� 4. Roof Tile manufactures acquiring acceptance for the use of 3M"°2-Component Foam Roof Tile A•dhAive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MiAMbDsADE COUNTY NOA No.: 14-0805.01 •••l , Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3M1*111 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 to meet or exceed the resistance value 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. %*6% ...... .... ...... .... . .. ..... ...... .. . ..... .. .. .. . ...... MtAMI•DADE COUNTY NOA No.: 14-0805.01 ••� , Expiration Date: 05/10/17 Approval Date: 09/04/14 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 All Eave Course 17-23 sq.inches 45-65 Profiles 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 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. MIAMWADE C BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the instaUatiou of this system. .0000.� �.� 0000.. .. 0000 0000.. 0000 0000.. 0000.. 0000 .. 099990 0000 . .. 0000. 0000.. .. . 0000. 00 00 00 0000.. .0090. 9 9 .99999 09 0 0 909 MIAMbDADE COUNTY NOA No.: 14-0805.01 .•. , Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 1Wthl"Itplastkcssnsnt Paddy l8an.athTile) Flat/Low Profile Tile Wpm towited4 1. 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, �•... h = OO under the strengthening rib closest to the overlock 101 , �� u s •. of the file being set. Zan spa 4 Bat .%Optusns9 1 2. Continue in same manner. Insure approximately 17 w'..� (109.7 cm2)—23 (148.4 cm)square inch adhesive It a contact with the underside of the tile. VW ,�,�°'�� •'"� cams X•r Hail tiaough piasuc cemem Medium Profile/ Double Pan Tile (when rewired) Prddy lB.n•ath rA.l 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam Undselsynmsent i`� na,RN `'•-- i paddy onto the underlayment positioned as shown o under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 Batt","optional (109.7 cm)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. `.,, y,. - EavoClosure ft"S I:a+reGourse-" -•''•c`�. s%",'-;.�'' _ fascta p High Profile/Single Pad TO. .••••• Wien req plastic[soaent PAW lOon•athTilol • 1. Starting at the eave eg"T japply a mjmmum'� (50.8 mm)x 10"(254"x 1"(25A g=)fo:M••; s paddy onto the underlayment poskidmad as shows la in.><'' under the pan portioirot 1$n file cj(lSedSt jo the•• ••• "'..-W. overlock of the tile b& O get. •• ••••;• ...... Battens 2. Continue in same mapner..Insure pMeximately �'�• optional , (109.7 cm2)—23 (148 j�6Cm;)squarelJl6Y1 adhSi't •; contact with the underside of the&l�• •� yap ".!�..�.. OOOP Errr Coutsa loin.' Ea.+s dosu►e t .aI UNP edge MIAMI•C)ADE COUNTY NOA No.: 14-0805.01 �� .••• t Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 "Ail thmugh plastic cnmant Paddy 18aawath Taos Flat/Low Profile Tile tah-W regwred), } untlrn�ent r Y "G` *. 1. Starting at the eave course, apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy <<' s onto the underlayment positioned as shown under the d! -�, '�.�x� a<''•,, strengthening rib of the the closest to the overlock of rirn. `° the tile being set. Insure approximately 17 109.7 cm'' satta+sc�t�onal - gip; —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) 'oi"`•-. ' 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 Eroe aowro r....- being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm) - 12 (77.4 cm2)square inch adhesive contact with the underside of the tile. Nail thr•,Oh plastic teen Medium Profile/Double Pan Tile (whenregairedl Paddy tatneath 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 ' -, rile being set. Insure approximately 17 (109.7 cm2)— '"" 23 (148.4 cm)square inch adhesive contact with the 2 Wt. �••' r «en+anal �: �,1 s underside of the tile. %•- •<)" .,��` ..may, �"N 2. At the second course, apply aaminims2t -(50.8gffj x 7"(177.8 nun)x 1"(25A hA)foanm pad`dy onto tlu',' E"O Claw" underlayment positioned as 1hown uUes ine pan•...:. F*Ve Coons .- 1. ,; � ' '�._..Fasru portion of the rile closest W the overlocl*of the tij% being set. :•• •• •... . .. ..... . . 3. Continue in same manng.%jure apngg iLately (77.4 cm2) - 14 (90.3 cn;24esquare inch adhesive e• contact with the underside of tle tiles .•..:. •••••• (Instructions continued on next page) " NOA No.: 14-0805.01 Mu gjyzternlj eCC= Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#Z (CONTINUED) tial ttttouyh vustk C High Profile/Single Pan Tile (when te9aite4) Paddy t8•�..tti Ti1.5 „ y,,,�„� .� • .-'' `�_ i' 1. Starting at the eave course,apply a minimum 2 (50.8 mm)x 10”(254 mm)x 1"(25.4 mm)foam paddy v , \ onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the file being set. Insure approximately 17 (109.7 cm )— `'+ 23 148.4 cm square inch adhesive contact with the Mens oq�tional .•� wy.;r '�;`;; ° <>�" underside of the tile. �ro+ •.,,`. f-r,r` 2. At the second course, apply a minimum 2" (50.8mm) + EaveCourse x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan �2im/!eotip dqo portion of the file 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. 0000.. 0000.. 00 0 0000 000000 0000 0000.. 000000 0000 .. 0000.. 0000 . 00 00000 0.0000 00 . 00000 00 00 .. . 0000.. 0000.. 0 . 0 . . . . 000000 . . 0000.. 00 0 0 000 . • 0 00. . NOA No.: 14-0805.01 MiA gaaz a Col1NTY oyjvj Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 Kul through p&OC W"em Paddy(between t1l"i twh"rogwredt 1. On the cave course only,apply a minimum 2" (50.8 sattaa►soptionat ° i mm)x 10" (254 mm)x V (25.4 mm)foam paddy ° Paadyi'�'dertr onto the underlayment positioned as shown,under V (M� PIMM -; the strengthening rib for flat tile or under the pan portion of the file for low or high profile file closest - j to the overlock of the tile being set.Leave xe r a approximately 4" (10 1.6 mm) up from the cave edge free of foam to prevent the expanded adhesive °o 2x4 from blocking the weep holes. Insure k approximately 17-23 in`(109.7-148.4 cm2) of adhesive contact with the underside of the tile y3 Fascia \� 2 h1; '�---Law Claws 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Ftat&ow ProftieTlte the second course line positioned foam paddy under the strengthening rib for flat tile,or under the d"600 Plank ce°wat Skqk paddy undo t" pan portion of the tile, closest to the underlock for Paddy ibetween toes) the second course tile to be installed. Insure Battem approximately 8-9 int(51.6-58.1 CM) of adhesive """dw ' contact with the underside of the tile. t► r R (Instructions continued on nextP S a e an oftoe_,,� x ) l't x4&1. 2z41m t lon w_.Eave Gawtrff • • • • EaaeCourse,'" fasda •••�•• •.•••• ••••i• Med um ProtUeTUe •••••• w•• •• • • •••• • •• ••••• •• •• •• • •••••• • • • • • •••••• • • • MIAMNDADE COUNTY NOA No.: 14-0805.01 �&-Igmqrnll Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) No chroup pbsdcShoe paddy under the ' 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4 " Padd When reqWmd) 7 {n en dla) (19 mm)paddy on top of the eave course tile gc °�'` pad+dr4urdertf surface as shown,on top of the strengthening rib ° wl for flat file or on top of the pan portion of the tile, closest to the underlock of the first course of rile. v Install second course of tile. Insure approximately � 4X44. 9 (58.1 cmZ) - 11 (71cm)square inch adhesive z xa ina contact with the underside of the tile at the overlap Shooand 7(45.2 cmZ)-9 (58.1 cm2)square inch paddytk- - adhesive contact with the underside of the tile at µ the head of the tile. Continue in same manner. Eave Course -► �' fasda i 0 iro. �2 in. Eave downs Ditp edge High Profile Tile • II .606.6 6 . 0 6.6.•6 0• . 6066 6 .60..0 ••.6 .66..6 666• .. • 660.00 6666 0 06 666•• ...066 00 . 6.••• 06 6• 06 • 6.6••• 6666•. . 6 0.0.0. 6 6 6 • 0 . 0.66.6 • • 6 NOA No.: 14-0805.01 MIAMFD2MVIVEAD NTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel (Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" incontacts withhadhesive the pan tileo achieve 65 to 70 sq in. ISwteep henequi�a applications (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 2)Turn covers upside down.place adhesive in paddy onto the underlayment positioned as to t In.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25sq.In.contactarea. a° tiles from rocking until adhesive has a chance to na cure. Underlayment �{,�� C�+ o 2. Continue in same manner bringing two pan s 'R ✓' �;-, �� s{ courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70(451.6 cm2) f - square inch adhesive contact with the underside of the pan tile. Sheathing Eave closure (motar shown) 3. Turn covers upside down exposing the underside Weep1O* Fascia Board of the tile. Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure ewe end of pan and cover tiles are flush at eave line. approximately 3/4" (19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile 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 tile course. Insure a minimum of 20 (129 cm) -25 (161.3 cm)lgu"inch contact area on ea&sicfe•of the cover tile to tAe":a •• • .tee e pan tile. Continue"* Mw manfT� Jim aW4]1,:• any cured exposed f"Ladhesive.,Pointingof•• longitudinal edges at' kec overs iile soare • considered optional!••• •• ••••• ...... .. . ..... . ... .. . ...... 5. When additional n-i1 int"s required,2"(50.8 •e mm)x 4" (101.6 np)tnatlers or the,(ie wire... • system using galvagized,stainit9f Afeel,or e a copper wire and colapatiSle nails rx&l be u9ed•• .. e END OF THIS ACCEPTANCE MIAMI.OAQE COUNOA No.: 14-0805.01 NTY .•.• t Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11