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RF-15-1068 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234079 Permit Number: RF-5-15-1068 Scheduled Inspection Date: June 30, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: LIANG,JOSEPHINE Work Classification: Repair Roof Job Address: 1275 NE 93 Street Miami Shores, FL Phone Number Parcel Number 1132050270110 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL& SUPPLY CO. INC Phone: 305-757-2612 Building Department Comments REPAIR ROOF LEAKAGE NW 1 STORY TILE OVERHANG Infractio Passed Comments REPLACE 50 CLAY S SANTA FE FIELD TILES AND 50 INSPECTOR COMMENTS False RIDGE BROKE. Inspector Comments Passed D t9 , Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. June 29, 2015 For Inspections please call: (305)762-4949 page 6 of 39 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES DYNATECH ENGINEERING CORP. ; D E C \-- / WWW.DYNATFCHENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FLORIDA BUILDING CODE TEST POTOCOL TAS-106 MIAMI,July 6,2015 PERMIT No. CLIENT: Jim Obenour: OBENOUR ROOFING: 159 NE 971 Street Miami Shores, FL 33138 PROPERTY ADDRESS:Partial Roof Only(Approx.20 sf)@ 1275 NE 93RD STREET MIAMI SHORES,FL 33138 TILE TYPE/ATTACHMENT: Spanish S Roof Tile Polyfoam Set. Inspected By: JM Testing Equipment:Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test.These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic Test No. Test Location Field Uplift Pull Test Test Result 1 -4 Field See Sketch Below > Than 35 LBS Passed 5 Corner See Sketch Below > Than 35 LBS Passed 6 -7 Perimeter See Sketch Below > Than 35 LBS Passed N/A Ridge caps See Sketch Below >Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOFSKETCH O 76 5 3 4 " 2 1 ENLARGED AREA C*j , 5 • SHADED AREAS WERE NOT PART OF THIS INSPECTION AND WAS NOT TESTED ° `aCD• � �' Since ur w of Uj ------------ --------ls------------------- Wiss Naamani, P.E. %,�'p®'�,,FLOK �'o: DYNATECH ENGINEERING CORP. +rjFS.SIONPIS- Florida Reg. No. 39584 Special Inspector No. 757 1 , 750 WEST 84TH STREET,HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM Permit Ivo. RF-5.15-1 Q6 �SNORcs, Miami Shores Village Permit Type R 10050 N.E.2nd Avenue NE Work Classification: Repair R#� Miami Shores, FL 33138-0000 Permit'Status:APPROVE ; Phone: (305)795-2204 �'LoitiDP` issue lExpiration: 11/08/2015 122015, Ex ip� Project Address Parcel Number Applicant 1275 NE 93 Street 1132050270110 Miami Shores, FL Block Lot. JOSEPHINE LIANG Owner Information Address Phone Cell JOSEPHINE LIANG 1275 NE 93 ST MIAMI SHORES FL 33138-2940 .- Contractor(s) Phone Cell Phone Valuation: $ 3,790.00 OBENOUR ROOFING SHEET METAL! 305-757-2612 _ Total Sq Feet: 20.0 Type of Work:Repair Available Inspectio,is. Additional Info:REPAIR ROOF LEAKAGE NW 1 STORY TILE Inspection Type: Classification:Residential Roof Repair Scanning: 1 Final Roof Review Root Fees Due Amount Pay Y Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# RF-5-15-55440 DBPR Fee $2.00 05/05/2015 Check#:7510 $25.00 $ 102.10 DCA Fee $2.00 Education Surcharge $0.80 05/12/2015 Check#:7530 $ 102.10 $0.00 Permit Fee-Repairs $113.70 Scanning Fee $3.00 Technology Fee $3.20 Total: $127.10 In consideration of the issuance to me of thiserform to agree,errr'tI a the work)covered p g p hereunder in romps ince with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the pros er 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 wo c. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in com fliance with all applicable laws regulating construction and ning. F er r , I aut hhorize the above-named contractor to do the work stated. �,,,w, ME 112, 2015 A horized Signature:Owner / Applicant / Contractor / Agent )ate Building Department Copy May 12, 2015 - -- ------------- -- ----------- 1 ` 5 � �s Miami Shores Village Building Department MAY 05 2015 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 oFBC 20 !0 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC [R(ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP J d CONTRACTOR DRAWINGS / JOB ADDRESS: ! a ZS /)S- <3.,W S� City: Miami Shores //County: Miami Dade Zip: Folio/Parcel#: l U - 32 � � — V l^V Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): /(/ 4APhone#: y,T �.�y-97da Al q Address: A% City:/�C Jy1i f 10A 4V State: . Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: -2B4 r/DyL I-ZbO AVAI Phone#: 3&—za Address: 2p;,), /IJE 'CN-4 City:/*wfa�l.T Stater Zip: 33/3X Qualifier Name: Phone#: 344-7:T?-aL- State Certification or Registration#: L�C'GOl�f�30 C Certificate of Competency#: DOt�00P✓ �j7f DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: ss. Value of Work for this Permit:$ Square/Linear Footage of Work: "4' Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: P .4 .,C- 2oo,4 Aartleoce r td. P ✓e,!! /lid CQ to S.c Q aAW o t� &Ae Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) S Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, 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. "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 not be approved and a reinspection fee will be charged. v Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The fo going instrument was acknowledged before me this S day of 20 K by day of_ > ,Q 20 J by who is personally known to i�NNGS lL���W who is pe onalLyknov✓n to N L.i Q,tg 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 PUBLIC: NOTARY PUBLIC: Sign4&,?L�X t—( �C�A AA A 4, Print: Print: Seal: �4W N Notary Public State of Florida Seal: Notary Public State of Florida Sandra Dee Hart Sandra Dee Hart ,per My Commission FF 010644 MY Commission FF 010644 Na 114 Expires 04/21/2017 ora Expires 04/21/2017 APPROVED BY J Gf !� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) DATE(MMIDDfYYYY A�® CERTIFICATE OF LIABILITY INSURANCE 9/30/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 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(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Laura Buratt NAME: Frank H. Furman, Inc. PHONE (954)943-5050 F' AJNoll:(954)942-6310 1314 East Atlantic Blvd. AD E-MAREIL S:laura@furmaninsurance.com P. 0. BOX 1927 INSURERS AFFORDING COVERAGE NAIC# Pompano Beach FL 33061 INSURER AAmTrust Intl Underwriters Ltd INSURED INSURER B�Brid efield Employers Ins CO 10701 Obenour Roofing Sheet Metal & Supply Cc INSURER C: 9822 NE 2nd Ave Suite 9 INSURER D: INSURER E: Miami Shores FL 33138 INSURER F: COVERAGES CERTIFICATE NUMBER:2014-15 GL & WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADOL UB POLICY NUMBER POLICY EFF MWDDY� LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED"- X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 A CLAIMS-MADE Fx]OCCUR PAL105134000 6/1/2014 6/1/2015 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY s 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON OWNED PeOr acER cidentDAMAGE $ HIRED AUTOS AUTOS UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBEREXCLUDI N/A 83036966 10/6/2014 10/6/2015 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 100 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Roofing and Sheet Metal Contractor, Classification 5551 Roofing, Classification 5535 Sheet Metal CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. Village 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores, FL 33153 Dirk DeJong/ML ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 rgninn i nt Tho A(non namo anrt Innn am rnnictnrarl markc of Arr)pn Local Business Tax Receipt Miami-Dade County. State of Florida IR,AI6?4!t)r A tot.1. 111 NOT PAY LBT 261107 •�/4l 1MAIXi1 lY"I�TIIdIMI RECIEWT P#0_ EXPIRES OBEHOUR ROOFING SET RENEWAL SEPTEMBER 30, 2015 METAL a SUPPLY CO 26110 At : tx [Irsll• .•'[t n[, It,V n#tr.r..ruaas 12050 NE 14 AVE BAY 3A c . ,.,,.tw MIAMI, FL 33151 re �t,., ,, .:.. 4 OWNER 14fC TYPECFOUSI14ESS PAVMENT RECEIVED OBENOUR ROOFING SHEET METAL. 196 SPECIALTY SUILDWIG ISY Tax COLLECTOR & CONTRACTOR YMOrkerls: 15 CCCO14306 02lh*..1 � 00913? T►is Local/staittoas Tu It"RR &I c•alwas pay aRo N Rho Local Bus[wtss To. The Receipt n"a license, � at a SeplWtto•III*a hoWe►'s ilwalfications,to d•Ovsis•ss MCI anrst catylr"I a"�orrETowottl•I •r rEIMMdt•I ra�NMIM'�Mltr•and T�Tiroe•ob rrkicA•pM u Nut . The RECI PT NO a.w"0 w4"WRI rcVdal?Tllldasldo.1dkoo."do Code s«I•-m. K►I oc� IlEwram WWI, tI11[rfr'w RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION " CONSTRUCTION INDUSTRY LICENSING BOARD CCC014306 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date. AUG 31, 2016 OBENOUR, JAMES O v OBENOUR ROOFING SHS ' 'METAL& SUPPLY CO . 9822 NE 2 AVE#9 MIAMI SHORES FL 33138 ti L 0 r.. ISSUED 07/24/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407240001011 . . 1 •rl c . . • ! •. • ! ■ . . ■ r r r.. i Ir � • s _ .-r . s • . - M- 1 r • • . . • . • . : E.• s • •- I// ■ ///■■ Immune ■ra ■■. ■.ai ■s■ ■./ .■ Iaa�... 0/a.�� ■ CC� I �■ ..1fi�ir.1%■■/m■.!■C!Cr■n■r■/rw■CC� CM■ /.. /aa fill M ■ ■ ■ ■■iii■ �/r�GiG$•7 frill,■,,�■iii �I," r ■■ r■ ;a�IC ./ian C iiC .. ■i ■C:gC■C� ° CrCrTi .CC.�'CCi I./.. r '��' , � .�C.�iii■�" si�ir.� � C � . ■ �.a.0■//..0 ■C is on .../11 oC�_�></���.■■/LIw�1.. 1�11��'� ��iIr " .. M� /� •C/.CC"/r'�./�ii iCCliiia Mimi/�i�a -Mama:: �iR�>r �r /� #I/r. M■_ gnome 0■ ■ .i ■. /./M I./.■. a■■I�CC11.= iii■ riiii■C.Cr ■CCC. �':iCaC r " aCC•C'C� Ca CC IMCR/ SCC " /C C Ilii ■//��■■ rIr®■ •, ��r�■��=�rrrwr•Qniw�.�iW. ■MC irC C � C �C •C :7 CCciC C : C: C�C �. ai■■ nasal /a#■a� aG=■a� ■a� �.0 ir■Ci�■ � IC � Ci■r rCC� i�CilC r/...0■�.a � C I /. ■/ ■ �r/..aa�■■ ■I� E "i;i' ■ sCCan ■C ILI �� 'ilii i eiti ` C C ; i IC . n■ ri .7.Cir. C. " C C . nC .CCa C I ■ ■N ■ ` ■ / M./■ �;� I i .� E C ��"�I� C ..- . ■� � C I� a •'� i /C.CC Gni .� i'Zi �C/� ■'�.�" �, a /�� �C as ��ri■Gir /iii �'rr'i ■ �./�` � C•�w • ` "`'a ■ C / 9■ ■ ► a ■C /I■a r C M !Ii■ i � ■� � ■riY�i■ Y �aC�.Cif� C � � ai�1� "� ��� ,� DG�� �• �\�� iii � �4 � ■ I M �■ i■ rr � Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof Systeml Roof System Manufacturer: i- a e- Notice of Acceptance Number: C� - Dot/01 D Minimum Design Wind Pressures,If Applicable (From RAS 127 or Calculations): P1• ✓'C71 P2•-/4' Y' P3• Maximum Design Pressure From the NOA Specific System): Method of file attachment: ToCV a Steep Sloped Roof System Description Deck Type: O ype Underlayment: 30 Roof Slope: nsulation: Fire Bar er: Ridge Ventilation? astener Type &Spacing: a T dhestve Type // ype Cap Sheet. IV f oof Covering: [9-1 Mean Roof Height:— Type&Size Drip Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the s ystems,choose either Method 1 or L Compared the values for Mr with the values from Mt.If the Mr values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (PI:3 I s x Mg: gtZ_- NOA b* (P=:l�P.,�� XX S s +p _Mg: 'fZ - NOA 1% (Ps: I�•T z 2A�' —Mg: YL — tJ NOA K Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M.)From Table Below NOA r'4 M.Required Moment Resistance' Roof Slope 15' 20' 25' 3o' ■Y" Ely— so 36.5 31L2 39.7 3:17— 322 34A 36.0 39A j 37.3 28 'Must be used in conjunction with a Wt of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F'with the values for Fr If the F• values are greater than or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" NOA F w:-_____)—W:_s cos 8:_= F,2:_ NOA F' (Ps:, zl: •_: w:—_a—W:`:cds8:_= F►s:_ NOA F' Where to Obtain Information Description S bol Where to find Design Pressure 1 a or 27 1 or by an eaginwing awlysis prqwed by FUNTR on ASCE 7 Menu Roof Heida H .lob Site Roof Slope g Job Site Amodynamic DOW A Moment due to Ora M NOA Anachment Resistance bh NOA Requited Moment Rosistwoo M. CalcWated Minimum Attachment Resistance F NOA RDWhyd Uplift ReatEmce F. A Tile W A Dimensions kosth NOA w-width All aladatiow must be submitted b the Building Otru W at the time MIAMF 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.gov/pera Santafe Tile Corporation 8825 NW 95'"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 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 replaces NOA# 10-1005.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY NOA No.: 12-0210.01 Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Catezory: Roofing Sub-Category: 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 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 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. 25-7205-1 TAS 101 March 1995 The Center for Applied Engineering,Inc. Project: 07-07-00-91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161-03 TAS 108 Dec. 1991 Appendix II (Nail-On) Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 &TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails NOA No.: 12-0210.01 MIAMMDADECOi Expiration Date: 02/01/16 ' Approval Date: 05/31/12 Page 2 of 5 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 063 1-01 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. 2353-70 TAS 101 09/22/03 IBA Consultants, Inc. 2353-71 TAS 101 09/22/03 IBA Consultants,Inc. 2353-93 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 static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 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(Ibf) Length-I (ft) Width-w (ft) Santafe'S' 6.7 1.5 0.958 NOA No.: 12-0210.01 MAMMADECOUNTY Expiration Date: 02/01/16 �rj...e Approval Date: 05/31/12 Page 3 of 5 Table 2: Aerodynamic Multiplyers-X(ft ) Tile X (ft) X(ft) Profile Batten Application Direct Deck Santafe'S' 0.274 0.297 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7':12" or Profile greater Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Santafe'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 1 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Nail-On Systems 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 N/A 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 located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Santafe'S' Tile Bond 38.9 Polyfoam Potypro AH 160Tm 28.5 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc.Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc.Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Santafe'S' Polyfoam Polypro AH 160TM 63.8 Pol oam Pol ro AH 160T^^ 61.9 5 Paddyplacement of 63 rams of Pol ro AH 160T"' 6 Paddy placement of 24 grams of Polypro AH 160 T"^ Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Santafe'S' Mortar Set 23.6 NOA No.: 12-0210.01 MIAMI-DADECOUNTY 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. 18" O 11.1" "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-0210.01 MIAMI•DADE COUNTY Expiration Date: 02/01/16 �uume Approval Date: 05/31/12 Page 5 of 5 MIAM MIAMI-DADE COUNTY 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.miamidade.gov/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: 3M`rm 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 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 MIAMbDADE COUNT 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. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise 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 @158°F., 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.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Aaency 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 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. 3M.-2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M`"2-Component Foam Roof Tile Adhesive 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 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 QMIAM-DADERMOUNTY 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 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 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 RTF 1000 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.: 14-0805.01 MIAMI•DADE COUNTY 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. MIAMI•DADE COUNTY ' ,...6 i 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.: 14-0805.01 MAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL#2 "oil thnwghPllao Omn"I Paddy 16*nmothravi Flat/Low Profile Tile 1. Starting at the eave course apply a minimum 2" 50.8 16 � s g Pp Y ( mm)x 10"(254 mm)x 1"(25.4 mm) foam paddy i onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of - i � '� the tile being set. Insure approximately 17(109.7 cm2) —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) was x 7" 177.8 mm x 1" 25.4 mm foam add onto the ( ) ( ) paddy 2_ underlayment positioned as shown under the strengthening rib closest to the overlock of the tile 4 taw".claw�an 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. NailthfGk*Ybp$*StiCC eel Medium Profile/Double Pan Tile \\ "``— �Paddy i „" 111*) 1. Starting at the eave course,apply a minimum 2"(50.8 �� l mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy uye �` onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. Insure approximately 17(109.7 cm2)— ' " -'i r' - 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. sunnsOp" r 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 FAMe Cor+tto-' = Rous ' being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 4 hill 1011 Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: 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 ABC 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,'B,D.E 1.2.3.4.5,6,7 Metal Roofs A.B,D 1,2,3,4.5.8.7 Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes ShaAs Applicable 1,2.3.4+5.6.7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Appllcabte, RAS 127 or RAS 128 4. Other Component Notice of Acceptances S. Municl al Permit A ItcatlbnOwners Nodflcation for Rons derations Re-Roofln Onf Testinulation Documentation