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RF-15-644Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-232230 Permit Number: RF -3-15-644 Scheduled Inspection Date: April 13, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , Work Classification: Tile Job Address: 141 NE 104 Street Miami Shores, FL 33138- Phone Number Parcel Number 1121360130730 Project: <NONE> Contractor: REGOSA ENGINEERING SERVICES INC Phone: (786)262-2964 Building Department Comments RE ROOF COLOR THRU TILE CHARCOL Passed Failed Correction ❑ Needed Re -inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid INSPECTOR COMMENTS False Inspector Comments 61" Z; April 10, 2015 For Inspections please call: (305)762-4949 Page 22 of 25 RE: Permit # /� `�� ��1 " 6 W r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: :5 Js - INSPECTION AFFIDAVIT I LZILE licensed as a (n) Contractor / Engineer / Architect, (Pont name and drde license Type) FS 468 Building Inspector License #: On or about 3XIM /a — Based upon that Manual (Based on Signature State of Florida County of Dade: I did personally inspect the roof deck nailing and (Complete Job Site Address) determined the installation was done according to the Hurricane Mitigation Retrofit The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above properly mentioned. Sworn to and subscribed before me this Notary Public, S L117 Et31TH GIRALI; ••ii MY COMMISSION 0 FF2M58 EXPIRES MarCh 22, 2019g *General, Building, Resi Contrao$i&ertified u permit # and address # dearly shown marked on the deck for eadt ins ori Revised on 5/21/2009 O,2o�s LUZ EP'7 '*.LiaO ly C01 t ... F r z0s458 L.. :,1ta March 22, 2019 468 F.S. to make such an inspection. Indude photographs of each plane of the roof with ACB2 Engineering Inc. Testing & Engineering Services Certification of Authorization # 8131 Tel: 954-245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Regosa Engineering Services Test Date: 4/9/2015 Permit # RF -3-15-644 Property Address: 141 NE 104 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 4 in 12 l Boral Roof Tile 26.00 squares Tile Attachment Method: Two component Polyurethane Foam Adhesive -holy Pro H 160 Field Instrument: IMADA Force Gauge 11-100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 10.00 sq 10 As per FBC 2010 Passed Field Area: 16.00 sq 16 As per FBC 2010 Passed No. of Corner: 12 12 As per FBC 2010 Passed Ridge Areas: 120 pcs 11 As per FBG 2010 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. ACB2 Eggjh�ering Inc. (NOA 09-1005.01) Antocevedo, PE Fla. Re#. No: 36466 .q/�/ �/ 6- ACB2 Engineering Inc. Engineering and LaborataServices 5230 NE 18 Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 � 9 T T T TI \i l T� D-..I..M A.1.1 --- Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 • .-J--, ^---- Parcei Number Applicant 141 NE 104 Street 1121360130730 Miami Shores, FL 33138- Block: Lot: MADISON BRADLEY HOLDINGS Owner Information Address Phone Cell MADISON BRADLEY HOLDINGS LLC 141 NE 104 Street MIAMI SHORES FL 33138- 141 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone REGOSA ENGINEERING SERVICES 1h (786)262-2964 (786)344-8720 of Work: Re Roof ional Info: RE ROOF COLOR THRU TILE CHARCOL ification: Residential nina: 4 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $7.80 DBPR Fee $4.50 DCA Fee $4.50 Education Surcharge $2.60 Permit Fee - New Roof $300.00 Scanning Fee $12.00 Technology Fee $10.40 Total: $841.80 Valuation: $ 12,500.00 Total Sq Feet: 2600 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -3-15-54894 03/23/2015 Check #: 1880 $ 50.00 $ 791.80 03/26/2015 Credit Card $ 291.80 $ 500.00 03/26/2015 Check #: 1107 $ 500.00 $ 0.00 Bond #: 2649 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet 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 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. Futhermore, I aythorize the above-named contractor to do the work stated. Applicant / Contractor / Agent "rtment Copy March March 26, 2015 I Miami Shores Village r Building Department MAR 23 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 J0Gn^4—_ INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC YROOFING r_1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: FBC 20 D® Master Permit Nol 1 r5 — �H Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Folio/Parcel#: 1 I D-1 �j(® • 10,3- ® �--_30 Is the Building Historically Designated: Yes NO _ Occupancy Type:_ Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):�ICO O Phone#: l f_2 Address: r ,_' ' v City: State: )— l_ Zip: Tenant/Lessee Name: �� Phone#: Email: 7nlndm nMyn Aj0rro vx)Sn,nA4 CONTRACTOR: Company Name: 1`CJL'AUW -eNGit=gv'NG —/�S Phone#:4W-a2-?% Address: _ICJ= City: Quali State Certification or Registration #: C�� . �,`'��SL. �"y'�S Certificate of Competency #: DESIGNER: Architect/Engineer:/� Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2,1 Square/Linear Foot a of Work: + 6 e>-x., of Work: F-1Addition❑ Alteration- El New Repair/Replace ❑ Demolition Description of Work: %- Specify color of color thru the:Ch4,r,,9 / Submittal Fee $__ _S_®t Permit Fee $, eQQ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �J -�Nleq o a 0 Bonding Company's Name (if applicable) BcOn cling Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ATTORNE EFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value promise in good faith that a copy of the notice of commencement and construction lien law bra whose property is subject to attachment. Also, a certified copy of the recorded notice of comment for the first inspection which occurs seven (7) days after the building permit is issued. In the inspection will not be approved and a reinspection fee will be charged. Signature IV e _ Signature OWNER or AGENT CoN The foregoing instrua was ac wledged before a this The foregoing instru-n-* day of 20 by "1 day of who is personally known to me or who has produced �MrWeSU as me or who has produced ling f2500, the applicant must will a delivered to the person t m st be posted at the job site ir,k of such posted notice, the n wledged before me this 20, by who is p o !!�5 as identification and who did take an oath. identification and who did take an oath. NOTARY PU IC: NOTARY PUB Sign:\\11111111111IN//j Si Print:g v ••�i Print: tai *000 � • s 20 �9 • : LUZ ��H QIRALD® Seal: �oJ���6 r& FN ; Seal: ;y:' •`; ••c MY COMMISSION # FF203456 • �* 222975 p •'•. 4.� EXPIRES March 22. 2019 o i #�� �Q S 1401e398C'S3 Fb+dallota'ySe+vke.cm 9 � �� � • :T�YFaIn-Ing�� 0� APPROVED BY NIZ�LIC, STPD \\lans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ......................... .... ............... ............ .... ... ........................ ...■ BUSINESS NAME: BUSINESS ADDRESS: ,crl�A STATE r4- ZIP -33 BUSINESS PHONE: (Z9 6 )16 �- - �/ FAX NUMBER( CELL PHONE (2L4 3(al -7G (oq-3 QUALIFIER'S NAME: V-4 tr- QUALIFIER'S LIC NUMBER: C C, — �) -7 21-33 Mar 2015 03:43p Dandy Sand 3056357736 p.2 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 4$7_1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 VELEZ, GUSTAVO DANIEL REGOSA ENGINEERING SERVICES INC 15700 NE 2 AVENUE MIAMI FL 33162 =723 Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOTA BILL - 00NOTPAy 5927026 BUSINESS NAMWLOCArlom RECOWT NO, REGOSA ENGINEERING SERVICES INC RENEWAL 1050 SE 5 ST 9 6182886 HIALEAH FL 33010 LBT EXPIRES SEPTEMBER 30, 2015 Must be displayed at place of business Pursuentto County Code Chapter SA - ArL 9 & 10 OwtYHA SLC. TYPE OF 088 REGOSA ENGINEERING SERWCES INC 196 SPECIALTY BUILDING CONTRACTOR sY TAAxR C�OLECEIVE Worker(s) I CCC1327736 845.00 08/18/2014 CHECK21-14-051319 7hls local Business 7aaReceipt only con6mispsymentol the Local BusiaossTew The Receipt is nota license, Pe"n L or a ca"llieatlan of the howeiU'lificallow'o do hosioess, Haldertt�si carnplp with aw 9overamantat or noa0aretamental rsyulstory, laws srnl requirements which apply to the 6us6resa. The RECEIPT 110. above must be displayed on all commercist vehiclas-MIMa'9ads Cade Sec 8a-276 Formorela9armalasll,�lshwww.mlantidedasovA .0 + DETACH HERE RICK SCOTTr GOVERNOR IGEN LAWSON. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INntiS zv 1 im:m_cimn Qneory CCC1327735 The ROOFING CONTRACTOR Ramea DeIOW 15 CERTIFIED Under the provislons of Chapter 489 FS. Expiration date: AUG 31, 2016 VELEZ, GUSTAVO DANIEL REGOSA ENGINEERING SERVICES INC 1050 SE 5TH STREET SUITE 9 HIALEAH FL 33010 ISSUED: 05/11/2014 DISPLAYAS REQUIRED BYLAW SEC) # LW5110001061 CERTIFICATE OF LIABILITY INSURANCE DATE03/20D/YYYY) 03/20/15 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(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns 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 Best Rate Insurance Agency, Inc. 8600 NW 17th Street Miami, FL 33126 Phone (866) 616-0065 Fax (305) 403-0801 CNAMONTAE:CT Alejandro Moreno PHONE (A/C. : (866) 616-0065 1 ac No : (305) 403-0801 ADDRESS: MAIL amoreno@bestrate-insurance.com INSURERS AFFORDING COVERAGE NAIC 0 INSURER A : Bridgefield Employers Insurance Company 10701 INSURED Regosa Engineering Services, Inc 1050 SE 5th Street Bay 9 Hialeah, FL 33010 (786) 286-7663 INSURER B: Preferred Contractors Ins Co RRG LLC 12497 INSURER C: Progresive American Insurance Company 24252 INSURER D: INSURER E : INSURER F: COVERAGES CERTIFICATE NUMBER: 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 RTYPE LTRI OF INSURANCE ADDL UBR POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMBS B GENERAL LIABILITY Q COMMERCIAL GENERAL LIABILITY ❑ F]CLAIMS-MADEQ OCCUR ❑ Y N PC83837-03 06/13/2014 06/13/2015 EACH OCCURRENCE $ 1,000,000.00 E TO RENTED PREMISES Ea occurrence $ 50,000.00 MED EXP (Any one person $ 5,000.00 PERSONAL 8 ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PRO- ❑ LOC PRODUCTS - COMP/OP AGG $ 1,000,000.00 $ C AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ AAUTOSLL OWNED © AUTOES ULED ❑F%-*] HIRED AUTOS NON -OWNED © AUTOS ❑ ❑ 01673815 2 06/13/2014 06/13/2015 Ea aaocdeDtSINGLE LIMIT $ 300,000.00 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident Comp & Coll Ded $ 1,000.00 F -]UMBRELLA LIAB ❑OCCUR ❑ EXCESS UAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ A WORKERS COMPENSATION EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A 0830-50966 05/22/2014 05/22/2015 WC STATLIM T3 OTH- Oj3YAND ER E.L. EACH ACCIDENT $ 1,000,000.00 E.L. DISEASE - EA EMPLOYE $ 1,000,000.00 E.L. DISEASE - POLICY LIMB 1 $ 1,000,000.00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) Roofing Contractor, License CCC1327735. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shores FL 33138 ACORD 25 (2010/05) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD mux [+rawer i1 DBJJ9UNLOMma alwm IQ LM - w byEnfrm mn L11OOWO1733 45VS4237 0711512O11 O711312011 FL ACME LC DISS®G4AMON MEIA O71OW2O14 NONE IDSA E 0'E 303-C V& GABLES, FL 33134 06nOW14 ALCAZARAVEME FE 3043-iC to L GABLES. FL 33134 'MRAL GABLES, FL 33134 To: ..Miami Shores villagea 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. Miami Shores Village Building Department 10050 NI Miami & Re: Owner's Property Roofing Permit Number: Dear Building Official: Date: certify that I am not required to retrofit the roof to wall connections of my building because: t valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 editior o e South Florida Building Code (1994 SFBC) Ignature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem�tign isre the),@W,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a Generator for��;Y(ljirinection Hurricane Mitigation. Revised on 5/21/2009 Tit, hoof System Notice of Acceptance Number (NOA); 1 12.0222.03 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): 40.4 psf Fill in the specific roof assembly components. ►f a component Is not required, insert not applicable (n/a) In the text box. Roof Slope: "112" Roof Mean Height: 16 ft. Method of Tile Attachment: —Adhesive, Medium Paddy Polyfoam Poly Alternate Method of Tile Attachment per NOA: N/A 77 Drip Edge Size & Gauge: --3" face 26 ga: - etalDDrip Edge Material Type: --Galvinized Metal— Drip rip Edge Fastener Type: 1-1/4 RS NAIL 4 OC" Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- Deck Type: --5/8" Plywood -- Optional Insulation: NIA Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: N/A Basesheet Type: ASTM FELT D226 #30 Fastener Type for Basesheet Attachment: 1-1/4 RS NAIL & TIN CAP Tile Underlayment (Cap Sheet ) Type: POLYGLASS TU PLUS •00• Tile Underlayment Attachment Method: • :0 • • • • • • • • . • SELF ADHESIVEMEMEMANt .• •. Goa ok 0000.. 0000.. 0000.. Tile Profile: sees • • • • • 00000 MONIER SAXONY COWAFT TILE • 80 00 .. .. 0000.. 0000.. . . . . 000000 0000.. . . . 0000. 00 0 0 000 0 • . . Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based We 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 file attachment method is acceptable. P 1: 39.1 X 10.313 = 12.238 - Mg;7.91 = Mr1: 4.32 : S 40.4 NOA Mf P 2: 68.1 X 1L 0.313 = 2i .315 - Mg;7.91 = Mr2: 13.40 s 40.4 NCA Mf P 3: EEX IL ED= 31.599 - Mg;7.91 = Mr3: 23.689 < 40.4 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" =or Uplift based file 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 :ach area of the roof, then the tale attachment method is acceptable. P1:xi:O==xw:®=®-W:�=� Where to Find Description xCos 0:Q=Fr1:=: NOAF P2:x1:�=%t.w:®=®-W:®=® 6 xcos 0:Fr2:=<_= NOA F' P3:x1: Xw'�= -W®=® P1 or P2 or P3 engineer based on ASCE 7. xCos 0:®=Fr3:=SQ NOA F' Where to Obtain Information to complete tile calculations •• • • ••• 90 0 Where to Find Description Symbol 6 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional Design Pressure D P1 or P2 or P3 engineer based on ASCE 7. Mean Roof Height H Job Site s RRoof Slope 6 Job Site Aerodynamic Multiplier l Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) •. • • Attachment Resistance Mf Product Approval (NOA) 0 : • • • • 0000 00 � Required Moment Resistance Mr Calculated � 11 Minimum Attachment Resistance P A Product Approval (NOA ) • . • • • • • :' 9 Required Uplift Resistance Fr Calculated "" ' " •' Average Tile Weight W Product Approval (NOA) • •' • •' '. •'.; .. Tile Dimensions I = length Product Approval (NOA) : : • . .. w=width •••••• •• • • ••• 90 0 MIAN MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street. Roam 208 BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 I' (786) 315-2594 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.gav/pera Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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 describe herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA hCdispfUed, tlit r it•shall be .... done in its entirety. 0000.. o****: 0000.0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacture'r a outs dis ributors and: o o * e: shall be available for inspection at the job site at the request of the Building Official. *see • of • • • • • • This renews and revises NOA#07-0711.03 and consists of pages 1 through 8 The submitted documentation was reviewed by Alex Tigera. L( APPROVED 00000. 0 0 00000 00 00 00 00 000000 •0000• 0 0 0 0 0 0 140A•1No.: 12+0'a lb :*0**: Expifltlftate: 84/26/17 r 0 • •: Approval ate: 04/14M • • Page 4 ofd ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 I = 17" TAS 112 Flat profile, interlocking, high - w = 13" pressure extruded concrete roof tile I-5/32" thick Slate equipped with two nail holes. For 1-9/32" thick Shake & direct deck or battened nail -on, mortar Split Shake set or adhesive set applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, Width: varies concrete roof pieces for use at hips, varying thickness rakes, ridges and valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE:'.0000 .9.9 9660.. Test AQencv Test Identifier . o Test Name/Report 0 0 Date • 6 0 • 0000.. —�. .. 0000.. Redland Technologies 7161-03 Static Uplift Testing• • • : • • Dec. 1996I :0968: Appendix III TAS 102 & TAS 102(976''. ;0. -. • The Center for Applied 94-084 0000 . .. Static Uplift Testing...... May 1994. 0 000. ..;..' Engineering, Inc. TAS 101 (Mortar Set).'..' '0600: .9.... The Center for Applied 94-060A Static Uplift Testing:":' March. 1040 Engineering, Inc. TAS 101 (Adhesive Sel} :000:6 9 . . 0000.. so 0 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. APPROVEDi 25-7183-6 25-7183-5 25-7214-1 25-7214-5 7161-03 Appendix 11 Letter Dated Aug. 1, 1994 P0631-01 P0402 Project No. 307025 Test #MDC -77 R1.894 82.894 83.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (I Quik -Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Static Uplift Testing Dec. 1998 TAS 101 9696 . . 8888 8888.. Static Uplift Testing '..'March 1999 6 • TAS 101 660.06 '••'•: 8.09:. 25-7094 @" February 1906 :9896: 9999 .6 . . 6 6 6 8888 9 .. 8888. 25-7496 • • ; • •April 1946• a 6 9: 9 9 6 .. .. .. 96 600660 9 �Ke 25-7584 ; embe; 19% 0066:6 25-7804b-8 :96900 25-7804-4 & 5 '..' 6 666 :9696: 25-7848-6 6 • NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04119/12 Page 3 of 8 Walker Engineering, Inc. Evaluation 25-7183 March 1995 Width -w Calculations . � Direct De-kBiplication Walker Engineering, Inc. Evaluation Aerodynamic Multipliers January 2007 • • • • 08 • Calculations Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 130 TAS 112 January 2007 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 underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Welght-W (lbf) Length-1(ft) Width -w Batten Application . � Direct De-kBiplication " Saxony 900 11.5 1.417 • • • • 08 • Slate, Shake & Split Shake • • Table 2: Aerodynamic Multipliers - I (ft) .... .. Tile A. (ft) • • �1:.)• • Profile Batten Application . � Direct De-kBiplication MonierLifeble Saxony 900 0.289 Slate, Shake & Split Shake NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 800 Slate, Shake & Split Shake Polyfoarn Pof ProTm 118.9 Polyfoarn Pol ProTA° _ _ 40.44_ 3 Large paddy placement of 46 grams of Pol Pro7m. Mortar Set 4 Medium paddy placement of 24 grams of Pol Pro'^". Slate, Shake & Split Shake Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-ibf) for Mortar Set Systems stemsTile Tile --- Tile Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake & Split Shake 5. Tile -Tito Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building cea * • in order to properly evaluate the installation of this system. • • • 00 . 000000 00 .0 0000.. • 0000 60 6 60000* 0 0000 0000 .. 00.66. 0000 0.006. • 0000.. � Nf;A No-912-U2iZ.Q. . MIAhIHKADI()U� Expirations Date: 04/AtIl! s Approval Date: 04/19/12 Page 6 of 8 0000.. 0000.. 0000.. 0000. 0000. 0000.. .06.60 0000.. 1,91W F PROFILE DRAWING WATE~RLOCK SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) '32 " (slate) 32 " (shake) 2LAY db •`h �t sees • 0000 .000.0 • • • • 000000 •• •• .000.0 e••.•• • 000• .• • 0 e • e e • • 0000 • e0 .sees •00000 • • see•• sees* • • • 0 ••000. 900 CONCRETE ROOF TELE (SPLIT SHAKE f4tM) e e • MONIERLIFETILE SAXONY • •ese.• NISA AIB.+ 12-02'12.03 • • • • aMMME COUNTY Expirati8A Date: 041.211 Jr : e e "'' Approval Date: 04/19112 e Page 7 of 8 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE APPAOYED ..• •ilii• • 0000 •• • 0000 • •• • • 0..0.: •ll••• • • 0 x•0000 Expiration Date: 04/26117: Approval Date: 04/19/12 Page 8 of 8 0000•• 0000• 0000• 000••0 • • • 0000•• 0000•• SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system Installations. 2ing ly, the following items should be addressed as part of the agreement between the owner and the . The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of at the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or archite�ifirai appearance, that are not part of a zoning code, should be addressed as part of the agreement 7betweea owner and the contractor. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be c cordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to remgorng the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between b units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing and/or owner should notify the occupants of adjacent units of roofing work to be performed. i 4. Exposed Collings: Exposed, open beam ceilings are where the underside of the roof decking viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail pone tions of the underside of the decking may not be acceptable. This provides the option of maintaining this ap ance. . Ponding Water: The current roof system and/or deck of the building may not drain well and Jc'c�ause water to pond (accumulate) in low -tying areas of the roof. Ponding can be an indication of tural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the Anal roofing system is removed. Ponding conditions should be corrected. 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not oaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this ;ilerfl discharge scuppers (wall outlets) are not provided. it may be necessary to install overflow scuppers in actor nce with the requirements of Sections R4402, R4403 and 84413. 7 7. Ventilation: Most roof structures should have some ability to vent natural al ow rough the erior of the structural assembly (the building Itself). The existing amount of attic ventil on s not be educed. It may be beneficial to consider additional venting which can result in extending se life the roof. ce of ease Exception: Attic spaces, designed by a Florida licensed e e engineer or registered architect t0• so** e • e • • • • • e e equired. a the attice • • .. s mr's/Agenirs e • • • e Date Contra s Si . . ..:..' • s• • • . • •• e• ws••:• 7�Y� e • Property Address• Permit Number • s • • • • • •sees• • e • • •sere• • •