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ROOFINGIssue Date: 3/10/2006 Owner's Name: DONATO MASUCCI Permit Type: Roof Work Classification: Roof - New Job Address: 1256 92 Street NE Additional Information Miami Shores Village, FL 33138- Comments: RE -ROOF SLOPE TILE FLAT 2 PLY MOP MODIFIED Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 1212312006 Contractor(s) Phone Primary Contractor ALL ATLAS ROOFING OF SO. FL, II Yes Type of Work: Re -Roof Additional Info: Classification: Residential 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 authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -12 -05 -1312 Phone: (305)758 -8837 1132050270500 Lot: PB: Total Square Feet: Total Valuation: Required Inspections 4100 $ 19,000.00 Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $11.40 $3.80 $350.00 $6.00 $8.75 $379.95 Invoice Number RF - 3 - 06 - 24094 Total: MAR 30 PAID Gbh- (Z9 Amt Due Amt Paid $379.95" q . y 5 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. / D f f ii 69 Passed Inspector Comments : Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -4106 Permit Number: RF -12 -05 -1312 Inspection Date: 11/06/2006 Inspector: Grande, Claudio Owner: MASUCCI, DONATO Job Address: 1256 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ATLAS ROOFING Building Department Comments Friday, November 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOV 0 7 2006 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)758 -8837 Parcel Number 1132050270500 Lot: Page 1 of 2 f » Root Tc4V4i Se4va4, 14.e. 1500 WestCopankRoad4 Po►npan, ea.chi FL 33064 October 24, 2006 Atlas Roofing_ 5011 NW 37 Avenue Tamarac, Florida, 33309 Job Address: 1256 NE 92` Street, Miami Shores Permit # RF -12 -05 -1312 Job # 06 -2637 Building Department Official; As requested Florida Roof Testing Services, Inc. performed a tile uplift test on the building described within the attached report. Please find enclosed: Site Drawing, Test Results and Gauge Calibration Certificate. The tile uplift test consists of placing a load test device manufactured by, Chatillon Industries, [Model LG -100] over the tile with an adjustable connector placed under the front lip of the tile and gradually increasing upward pressure until a reading of 35 pounds is obtained. All testing was conducted in accordance with FBC 2004 -TAS 106. Florida Roof Testing Services responsibility in this project was specifically tile uplift testing to a specific limit. No other conclusions or observations are expressed or implied. Florida Roof Testing is not responsible for any damaged or broken tile during the course of the test. Florida Roof Testing Services appreciates this opportunity to be of service. If you have any questions or need additional information, please do not hesitate to call the undersigned. Sincerely, Florida Roof Testing Services fwd Hw444446 Frederick Hernandez Senior Technical Analyst Attachment MIAMI - DADE .- f,[4.:oacd ?rot -Jaz coutrry NOA:02 -0114.01 Si.n.cei1998 1500 West Copans Road, Pompano Beach, Florida 33064 Phone: 954-975 -9010 * Fax: 954 - 956 -0990 Location Perimeter . Area # Tests # Broken # Failed Perimeter P =4' 1360 14 0 0 Corners 80 5 0 0 Field 2360 12 0 0 Total 3800 31 0 0 Job Address: 1256 NE 92" Street, Miami Shores Permit # RF -12 -05 -1312 Job # 06 -2637 Application Method: Foam Set, Monier, 3800 sq. ft. Date Tested: 10/23/06 Test Results: Pass Roof Diagram & Test Locations Note: All measurements are approximate. Repair Broken or Loose Tile 40 60 • Page 2 TAS 106 - Tile Uplift Report Results v�. V /.12,5 /(A. K. Venkatesan, P.E. Florida Registration No. 42793 CUSTOMER: FLORIDA ROOF TESTING SERVICES INC. ADDRESS: 1500 West Copan& Road, D2 CITY/STATE: Pompano Beach, FL . _ . I TRACEABILITY STATEMENT TRACEABILITY AS DEFINED BY THIS CERTIFICATE IS TO AN AMETEK TEST AND CALIBRATION INSTRUMENTS DIVISION LABORATORY REFERENCE STANDARD, OR STANDARDS. SAID STANDARDS ARE ULTIMATELY TRACEABLE BY MEANS OF AN UNBROKEN CHAIN OF CALIBRATIONS TO ME INTERNATIONAL SYSTEM OF 1 UNITS (SI-SYSTEME INTERNATIONAL D'UNITES) THROUGH AN ACCREDITED NATIONAL METROLOGY INSTITUTE (SUCH AS NIST;PTB/DICD, BNM LNE, IGMC, DTI, CENAM, ETC), OR BY REFERENCE TO A NATURAL.pHYSICALCONSTAIsiT ACCEPTED BY CGPM AND CUM. AMETEK CALIBRATION NORMS ARE IN ACCORDANCE WITH THE BASIC REQUIREMENTS OF ISO 10012 AND ANSI Z540-1. REFERENCE: ISO 17025, SECTION 5.6 MODEL: LG-100 SERIAL NUMBER: R04354 CALIBRATION PROCEDURE:MGFP-78 DATE CERrIYIED: 8/31/2006 PRODUCT SPECIFICATION CAPACITY: 100 lbf X0.5 lbf ACCURACY LIMITS: +/-0.5% of full scale CONDMON: NEW TEST ( LBF ) TENSION COMPRESSION' TENSION COMP STANDARD 20.0 0.0 0.0 -20 -0 2� 40.0 0.0.. 0.0 - 40.0 41 60.0 0.0 . 0.0 " -602 61 80.0 0.0 0.0 -80.5 81 100.0 0.0 0.0 -100.2 10( 110.0 0.0 0.0 - 110.0 11( NOTE: 1. THE ABOVE LISTED RESULTS RELATE ONLY TO THE MODEL AND SERIAL NUMBER OF THE UNIT AS SPECIFIED. ON THIS. CERTIFICATE OF CALIBRATION: 2. CALIBRATION PERFORMED AT 71.42 DEGREES P AMY 6220 % R.H. , 3. THIS CERTIFICATE. OF CALIBRATION SHALL I`lOT BE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN = APPROVAL OF AMETEK. INC . 4. CALIBRATION STANDARDS.HAVE,'A ONE YEAR CALIBRATION CYCLE. CALIBRATION TRACEABILITY AMETEK Test and Calibration Instruments Division certifies that the product referenced in the Certificate meets specifications; and, further certifies that the referenced instrument was serviced and/or calibrated using quality and manufacturing systems governed by the requirements of ISO 9001 registered compliant, file UL A4716. 170 -184 CAL STD DUE DATE Inspection Number: INSP -41 Inspection Date: 04/28/2006 Inspector: Grande, Claudio Owner: MASUCCI, DONATO Job Address: 1256 92 Street NE Project: <NONE> Contractor: Thursday, April 27, 2006 Miami Shores Village, FL 33138- ATLAS ROOFING Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: -12 -05 -1312 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)758 -8837 Parcel Number 1132050270500 Lot: Page 1 of 2 Passed Inspector Comments at._ gt9r2/rjr T 4-4fie— p,_de 1 , 6 7 #9.0 S`o / - Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -41 Inspection Date: 04/28/2006 Inspector: Grande, Claudio Owner: MASUCCI, DONATO Job Address: 1256 92 Street NE Project: <NONE> Contractor: Thursday, April 27, 2006 Miami Shores Village, FL 33138- ATLAS ROOFING Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: -12 -05 -1312 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)758 -8837 Parcel Number 1132050270500 Lot: Page 1 of 2 'Inspection Number: INSP -16 Inspection Date: 04/28/2006 Inspector: Grande, Claudio Owner: MASUCCI, DONATO • Job Address: 1256 92 Street NE Project: <NONE> Thursday, April 27, 2006 Miami Shores Village, FL 33138- Contractor: ATLAS ROOFING Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (_r 795 -2204 Fax: (305)756 -8972 Block: ermit Nurrtber: IRF 12-05 -1312 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)758 -8837 Parcel Number 1132050270500 Lot: Page 1 Infractio Passed Comments TIN CAP SPACEING False (.(/ Passed /7 Inspector Comments Q 4t-- p.0-4t 4 — e t C -1611? Failed Correction Needed oae-e: Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -16 Inspection Date: 04/28/2006 Inspector: Grande, Claudio Owner: MASUCCI, DONATO • Job Address: 1256 92 Street NE Project: <NONE> Thursday, April 27, 2006 Miami Shores Village, FL 33138- Contractor: ATLAS ROOFING Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (_r 795 -2204 Fax: (305)756 -8972 Block: ermit Nurrtber: IRF 12-05 -1312 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)758 -8837 Parcel Number 1132050270500 Lot: Page 1 Owner: 'Inspection Number: INSP- 4102 Inspection Date: 0412612006 Inspector: Grande, Claudio Job Address: Project: <NONE> MASUCCI, DONATO 1256 92 Street NE Miami Shores Village, FL 33138- Contractor: ATLAS ROOFING Building Department Comments Tuesday, April 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phony• (305)795 -2204 Fax: (305)756 -8972 Block: Lot: -05 -1312 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)758 -8837 Parcel Number 1132050270500 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING / t-i Yet Passed it OX Inspector Comments '14 1?-d 64 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Owner: 'Inspection Number: INSP- 4102 Inspection Date: 0412612006 Inspector: Grande, Claudio Job Address: Project: <NONE> MASUCCI, DONATO 1256 92 Street NE Miami Shores Village, FL 33138- Contractor: ATLAS ROOFING Building Department Comments Tuesday, April 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phony• (305)795 -2204 Fax: (305)756 -8972 Block: Lot: -05 -1312 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)758 -8837 Parcel Number 1132050270500 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 2 .43 pi 3110106. BUILDING �•. PERMIT APPLICATION • I Master Permit No. FBC 2001 DEC 2 2e3 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building »ectricai =-- PlumIIng Mechanical Owner's Name (Fee Simple o Titleholder) d�to O Pi ID S. C.l� C. Phone # 3O ? Ste - Q e.,2 Owner's Address (a (, 1, 1 V E. . cr x c. v . City it S k, State f(. 1 Zt_ . Zip 1 13e Tenant/Lessee Name Phone # Job Address (where the work is being done) City 1 Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO X r acc-- Contractor's Company Name v 1 i . Contractor's Address SO I (l) tk) , 3 . (.1, City �11., C» - (� State (.C, Zip ? o ei Qualifier p9- e.)..,...CX State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 1 C & 0 Type of Work: ❑Addition ['Alteration _ ❑New Describe Work: Total Fee Now Due $ Submittal Fee $ Permit Fee $ (Continued on opposite side) 171 s 11),E 1 &/ , * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Square Footage Of Work: Permit No.F`;2 -o - 131 ( S531 Phone # cr S K (e6 epair/Replace ❑ Demolition f CCF $ / / . 4-O . CO /CC Notary $ Training/Education Fee $ 3 . ee Technology Fee $ 8 - -7 S Scanning $ (o • CO - 'Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by , day of ,20,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning Bonding Company's Name (if applicable) Bonding Company's Address City 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this ! 0 .V . 13871 day of •' hlw ,by who on f omeor o lP t who has produced sp As identification and who did take an oath. NOTAR Sign: Print: _E My Commission Expires: Chc 10/14/03 6)4440,4 )ert)_._.,_ Owner or Agent State Zip Expires May 20, 2007 Contractor The foregoing instrument w..:cknowledged before me this /t7 day of /,' i C • , 2 by wh is personal) t own �� e or who has produced fication and who did take an oath. NOTARY PUBLI Sign: Print: My Commission Expires: w w , Expires May 20, 2007 (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT CFN 2006R0285217 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR B4: 24332 Ps 2160; (1s RECORDED 03/16/2006 12:29:03 r � HARVEY RUVIN► CLERK OF COURT MIAM PERMIT NO. ., I L —0E I312TAX FOLIO NO. f l ' US-G)" D`ip ' LASTIPAGEE COUNTY? FLORIDA STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of roperry and street / address: Lt01" - N o rx -eS 1 E3o i Lome._ 1R 2. Description of ' provement: Ce 3. Owner(s) name and address: .,�. QA-ED "n CPC-c-) \8t L 1\1 i �1 Interest in property: Dk.LD Name and address of fee simple titleholder: 4. Contractor's name an ddress: p0 Qco c1 g J 04_. I F I 33 Odl 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 0 ,2,t,,aif) Signature of Ow Print Owner's Na Sworn to and s Notary Public: 1 � I i Print Notary's My commission e • - o WITNESS my hand and HARVEY RUM, Prepared by 'Wc \c, , 20 0 7 . Address: S� U 1 \ �-� W 31 W. Acr, --- FLORIDA COUNTY this is e fi OF DADS Roof S stem Required Sections of the Permit Application Form Attac e__au' ed From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings Low Slope Applica • A,B,C 1 , 2 , 3 , 4 , 5 , 6 , 7 .• •.• • . • • • •• Other Component Notice of Acceptances • • 5. es ' ve B "' • c A,B,C 4,5,6,7 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 ,6, 7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 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 Applicable, RAS 127 or RAS128 4. .• •.• • . • • • •• Other Component Notice of Acceptances • • 5. Municipal Permit Application • 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation . • • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application For INSTRUCTION PAGE COMPLETE THE NECESSARY SE THE UNIFORM ROOFING APPLICATION FORM AND ATTA R "w REQUIRED DOCUMENTS AS NOT' ® 2 TTACHMENTS REQUIRED: ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •••• ••.• • .• •• • • • • • • . • • • • • • • • • • • • • •• • • • ••• • • ••• • • • • • • •• • 1Z Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section.A (General Information) Master Permit No. ,2r- 0$, 13 I Process No. Contractor's Name , C - C DP Job Address L=`- Low Slope ❑ Asphaltic Shingles Form AB -326 ( Page 2 of 5) New 1/16/02 ROOF CATEGORY ❑ Mechanically Fastened Tile LSJ Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes criptive BUR -RAS 150 ,�� • ROOF TYPE ❑ New Roof lJ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) �-} t GCS Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets fl 1 1111 r _ • • • • 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. System: Deck: Type: Slope: ('.) t Z„ Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): t Ply Sheet Fastener /Bonding Material: ,SPK4„ '/°cs Ut Top Ply: (J1d P l7Dlr Fre Top Ply Fastener/ Bonding Material: (HSOKRiT Z 0.1 Surfacing: 44,.►3 v Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA') / System Manufacturer: l,� ►-'t r NOA No.: 0.3 "Q_SO \ —0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: - 7- t 31.tt - . Max. Design Pressure, From the Specific NOA 5e,: Gauge/Thickness: 5/ Ss Anchor /Base Sheet & No. of Ply(s):_7. t Anc »or /Base Sheet Fastener /Bonding Material: t 2.S, , A4 A 44 L IA N)A kin ;AA /4A l Fastener Spacing for Anchor /Base Sheet Attachment Field:. _ " oc @ Lap, # Rows 1- @ c k' oc Perimeter: 7 " oc @ Lap, # Rows3. @ 7 _ ' oc Comer: " oc @ Lap, # Rows 4 @ e • oc Number of Fasteners Per Insulation Board 7 • Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Perimeter Corner ( m•c,„0(F .(C57 f2 emweS f '`gT it N P -1 ( AS e S.-( 7 • • A ....... • • .. • • FT ♦FT t Z • • . . Parapet Height Mean Roof Height • • • • • • ... • • • • • • • • • • • • • .... • .. • • .. ... .... • .. ...... • • • • • • • • • ... • • • • • • • • • • • • .. • • • .. • • • • ... • • Roof System Manufacturer: Yvlo,,S‘�0_, Notice of Acceptance Number: 02. lLO S _ OS Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: -- y 1 ' ° Pmax2: `) 00. to Pmax3: I Od Maximum Design Pressure (From the NOA Specific System): 9‘.6 Method of tile attachment: p0\ GZM CkOk \U y Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: L-1 :12 Section D (Steep Sloped Roof System) Ridge Ventilation? f Steep Sloped Roof System Description 3i PL w0cJ Deck Type: Type Underlayment: Insulation: Fire Barrier: Mean Roof Height: Fastener Type & Spacing Adhesive Typ •': 'rye CSize Drip.•. . . Edge: .• .. • • • ••• . • . . • .• • *3:••Ze •..... • .•. • • • . ... • • .••• • • .. .. • • • • • • ••• • • • • • • •• M Required Moment Resistance' Mean Roof Height -♦ Roof Slope ,l, 15' 20' . 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 l 4:1 36.4 32.2 33.8 35.1 37.3 1 Minimum Anachment Resistance 5 :12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Where to Obtain Information Description Symbol Where to find • Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 1 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier a NOA • •• ••• ' ' ' ' ' - Restoring Moment due t0 Gravity M NOA • ' " ••' • • •- • Anachment Resistance M NOA • Required Moment Resistance M, Calculated Minimum Anachment Resistance F' NOA Required Uplift Resistance F, Calculated • • • • • • 1 Average Tile Weight W NOA • • • • • • • • • • • . j • • • • • • • • • • • Tile Dimensions I= length w• width NOA • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M. If the M valuet are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Basegl Tile Calculations Per RAS 127" (P1:-1-0.‘ x X Z. t = 13.75) - Mg: 6. tg � M rt 7 NOA M Q•6 f (P x X Z. = Zci. o'T ) - Mg: 6 l7 - M,122.$`1 NOA Mr c rs ' (.t . t (P3:- too- x X Z - 4'` � = Zq•(.51) - Mg: 7)7 - M NOA M .6t Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below , . NOA M •Must be used in conjunction with a list of moment based, tile systems endorsed by the Broward County Board of Rules and Appeals. • For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to .the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" - x w: - ) - W: x cos 9. = F NOA F' ▪ x w:-__J-W: x cos 9: = Fn: NOA F' - x w: - ) - W: x cos 9: = F NOA F' (P, x I: (P x 1: (P x I: calculations must be submitted to the Building Official at the time of permit application Form AB-326 ( Page 5 of 5) New 1 /16/02 .•. • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • SECTION 1524 - HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 524 I Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter the Florida Building Code, Building govern the minimum requirements and standards of the industry fo system installations. Additional, the following items should be addressed as part of the agreement berweer•, the and me contractor. The owner's initial in the designated space indicates that the item has been explained 1)L 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Z: .:., for the purpose of providing that the roofing system meets the wind resistance and eater .:..... _ performance standards. Aesthetics (appearance) are not a consideration with respect to wort...::•:_. - ' provisions. Aesthetic issues such as color or architectural appearance that are not•part of a zor..r,: : :... should be addressed as part of the agreement between the owner and the contractor. Reoailing Wood Decks: When replacing roofing, the existing wood roof deck may have c accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Sou:!' Building Code. (The roof deck is usually concealed prior to removing the existing roof system). Common Roofs: Common roofs are those which have no visible delineation between neighborinu ur••= . . townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor ana. o- should notify the occupants of adjacent units of roofing work to be performed. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can , . from below. The owner may wish • to maintain the architectural appearance; therefore, roes':' .r: penetrations of the underside of the decking may not be acceptable. This provides the option of m , this appearance. Ponding Water: The current roof system and /or deck of the: may not dram well an,: r,.::. .....,- Q water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structur _.s:-_; and may require the review of a professional structural engineer. Ponding may shorten the Iife e\)c:•.:::• :. and performance of the new roofing system. Ponding conditions may not be evident until the orig;na. system is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets)1: It is required that rainwater flow off so that the roofs nc;; ,,•e, _.:_ from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge cf D. e scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accoraance ., . the requirements of: . Ventilation: Most roof structures should have some ability to vent natural airflow through the utter._: . structural assembly (the building itself). The existing amount of attic ventilation shall not be reduces: be beneficial to consider additional venting which can result in extending the service life of the roof COMMENTS: Owner's /Agent's Signature • • • - - ( o ••• f .. . • • • • Date •• • .. ... • • • • • .. •• • • • .. ... .. • • • .. ... • • • • ... • • • • • • • • • • • • • • • .. • • • • • • • • • .. .. • • • .. .. ••• • • • 000 • • • • M M I DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 F- O5-t?--- MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florio:* 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 (ffiQpl . •• ••• •• • • • •• This NOA renews NOA #02- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. • .... • • • • .. . • • • • .. • • • .... .... • . • . �it.A r 03:O1o1.02 J . " cpiratlon Yale: 11/06/08 Approval Date:10/23/03 ... • • • • • • • Pane 1 of 32 • • • • • • • • • ... • • • .. .. • • .. .. .... • • ... • Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaT"f Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any Options: of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied withinthe Cinge.t41 lit g rateof 20- 401bs. /sq. ::• •• • • •• •. ••• •• • • • •• • • • •. .•.• • • .. • . • . • ••• • •• • • • • • • • .. • • • • • . • NON No. S - 4wd1.02 Expiration Date: 11/06/08 Approval Date:10/23/03 •:• • • • • ' :' 1Zag l6 of 32 . • • • • .• • • • • • • • • • • • .. • . • • • .• •• ... • • • •.• • • Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCla im SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID U1traCladrm SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15%. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 galfsq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above .. ... • • • • • 00 • • • • • • • 1 .. . . • • • . • • .... .... • • .. .... .... • .. • • • • • .'.:NDX No': 03- 0501.02 • • xpiration fl /06/08 Approval Date:10/23/03 ... • • • • ... • Page 27 of 32 • • • • • . .. • • • • • • • • • • • • • • .. .. • • • .. .. 000 • • • ... • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply T"' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum' /a" Dens Deck or 1 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in athordancir wit tteFlbtitia• Building Code and Rule 9B -72 of the Florida Administrative Coder • • • • : • • : • • • : : • • • END OF THIS ACCEPTANCE •• ••• • • • • • •• •••••••• • • • • • •••• • • • • • • •• • • • • • : :: • . • • NQ4 Nb:.83- 0i0 ;.02 • • Expiratlbn Daft! 1 11/86/08 Approval Date:10/23 /03 . . • :.:Pr.1oi32 • • • • • • ••• • • • • • • •• • • ••• • • E31/21/21M3 11:43 9545256537 M I A MIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL. DIVISION ALLIED TILE DEPT NOTICE OF ACCEPTANCE NOA Monier Lifctile, LLC 135 NW 20' Street Boca Raton, FL 33431 PAGE 01 MIAMi -DADE COUNTY, FLORIDA. METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAtv1I, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2908 SCOPE: This NOA is being issued. under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A1IJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Division an 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 AI4J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with :hc High Velocity Hurricane Zone of the Florida Buitdin'Code. DESCRI['TION: Villa, Roll, and Capri 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 an 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 cf the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be p'ovided to the user by the manJtaeturer or its distributors and shall be available for inspection at the job site at the request of the Buildin..e Ofliciai, This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC • . • . • • • • • • • • • • • • • • • • .. • • • •. NOA No.: 02- 1205.05 Expiration Date: 12/16/07 ••• 4p9r4/441 Dxteci3 /0 ?!A • • • • • • . . • • • •. . • • •• • • • . page I 7 • • • • • • • • • • •• • • • • .•• • .•• • • • • •.• • • • • • • • • • • • • • ••• • • • • • • • • • •. .• • • • .. •• ..• • • • 000 • • 01/21/2003 11:43 9545256537 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Low Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Villa, Roil, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance, For locations where the pressure requirements, as determined by applicable Building Code does not values listed exceed the design a section ion pressure herein. obtained t calcu calculations shall be s be done a a moment based values in scton system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Villa & Roll Monier Lifeitilc LLC Capri Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test AZencv Redland Technologies Redland Technologies Rediand Technologies The Center for Applied Engineering, Inc. The Center for Applied Engi.'cring, Inc. Aa .1, r- Test Dimensions Specifications 1 = 16'/:" w = 13" ' /z" thick L 17" W= 12' /,.. %1" thick 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix 11 PO402 94 -060B 94 -084 PA 112 PA 112 PA 112 ALLIED TILE DEPT Product Description, Low profile, intcr'.ocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs, For direct deck or battened nail -on. mortar or adhesive sct applications. Accessory trim, concrete roof pieces for use at hips, rakes, rides and valley terminations. Manufactured for each file profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (;v'ail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing P 101 (Adhesiwr8ct • Static Upil'a Tcsjipg • • :iiayy 1994 PA 101 (Meta;i:0 .• . . • •0 • • • • •• •• GOO • • • • ••I • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 41041 • • pate Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 • • •• PAGE 02 NOA No.: 02- (205.05 Expiration Date: 11/16/07 ••• ••• •�►ppGOti ?t Dalt•01f84/03 • • • • • • • • •Eag42 pr 7 • ••• • • • • • • • • • ••• • 01/21/2003 11:43 Test�cfCY Redland Technologies Redland Technologies Professional Service Industries, Inc. Applied The Center for App Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Crater for Applied Engineering, Inc, The Center for App'.ied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 9545255537 Celotex Cbrporation Testing Services Walker Engineering. Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering; Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Idcntifer P0631 -0 Letter Dated Aug. 1, 1994 224-4'709 25- 709 25- 709 -7 25- 709 -4 Protect No. 3307025 Test #MDC-7 25- 7183 -1 25-7183 25- 721 -2 75-7214-6 528454-2 - 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations ALLIED TILE DEPT Tcs mc/ 0rt Date July 1994 Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA t08 (Nail -On) Physical Properties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction)(' Static Uplift Testing PA 102 (4" Neadlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlp, Nails, Direct Deck, Recover/B.er eof) Wind Driven Rain PA 100 Static Uplift Testing ?A 102 (2 Quik - Drive. Screws, Direct Deck) Static Uplift Testing PA 102 (2 Qui'.c•Drivc Screws, Battens) Static Uplift Testing PA102 (1 Quik - Drivc Scrc :ti', Direct Deck) (1 Quik -Drivc Screw, Battens) Static Up'.i11Testing PA 101 Aerodynamic Multiplier 25.7183 25 -7094 25 -49G 25 -1584, 25- 7804 . 25- 7804 -4 5 25.7345 -6 Aerodynamic Multipliers Evaluation Calculations Evaluation Calculations Two Patty Adhesive Sct System • • • • • •• • •1 • • • • • • ••. • • • • • • .• • • •• • ••• • • o. • • • • • • • • • •• • • • • • • • • olio •• • • • • o Aug. 1994 Sept. 199 Oct. 1994 Oct. 1994 Oct. 199 Oct. 1994 Feb. 199 Feb. 1995 PAGE 03 March, t9 Sep. 199E Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 199 April 1999 • • • • • •• • ••olio• •..: Quo "•02 - 1205.05 • • Expication:DiV. 12116/07 Approval Date: Page 3 of 1/07 /0 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • olio • • • • • ••• • • • • • • • • • • • •• •• • • • 01/21/2003 11:43 Profile Monier Lifetile � ,Villa, Roll, and 1;,aeri Yile ( 5.57 954525653? 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 RAS 106. 3.3 f,.ppliear.t shall retain the services ofd Miami-Dade C Ch yes ied Laboratory to r,g shall be subm tied to quarterly test in accordance with TA appendix 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 underlaym undcla material manufacturers pub! li crat �estone unless stated otherwise by th e S �nent 3.6 This acceptance is for wood building deck applications. a Minimum deck requirements shall be in compliance with applicable 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof tandard F.r1.S 1 l components 1 shall abe istalled in strict compliance with Roofing Application RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) 9 Tile Profile Wei ht -W (Ibf) Length -I (ft) ` Width -w (ft) 1.08 9.1 77onier Lifetile Capri Tile 5.51 I t.tonler Lifetile Villa and Roll "Tile Tile Profile Monier Lifetile Villa, Rall ar.d C8 ri Tile Batters Tabre 2: Aerod namic Multi tiers - Batted A iicat'on L Direct De A2,Qli r: 0.267 0.289 D.rect Battens Direct Deck Deck J . 6,18 ALLIED TILE DEPT 1.33 1.42 i 1.03 Table 3: Restoring Moments due to�Gravit 12 7 ,, 12,1 or 4 :12" 5' :12 Tile 3 ":12" • reater Battens Direct Baaens l Direct Deck Deck 5.37 5.05 T 5,24 5.09 Direct Deck 5.73 dodo ••• • • • • • e• ••• • • • • ••s • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • dodo dodo e•• • • • ••• • • PAGE t)4 J • • • • • • • • • •• does •• • . • . . NOA No.: 02 -1 05.05 Expiration Date: 12/16/0" • • Verowl Dateo0l /02/0 • • • • • • • • • • Rage30= dodo • • • • • • • • • • • •• • • • • • • • • •• • • • dote • 01/21 11:43 T Table 4: Attachment Resistance Expressed as a Moment - M ft -Ibf) for Nail -On S stems i Satkens 1 Tile Profile 'Monier Lifetile +Villa, Roll, and 1 Capri Tile • 9545256537 Fastener Type 2 -10d Rif Shank Nails 1 - 10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail Field Cli 1 -10d Smooth or Screw _Shank Nail E oye Cli 2 -10d Smooth or Screw Shank Nails (Field Cfl 2 -10d Smooth or Screw Shank Nails Save Cli Tile Profile Direct Deck (min 15/32" plywood) 47.1 24.3 Monier Lifetile Villa, Roil, and Ca •ri Tile paddy placement of 54orams of Poi ProTM. 3 Medium paddy Ala -ement of 24nrams cf ?oiyPro'". ALLIED TILE DEFT 19.0 35.5 31.9 - 67.5 2 -tOd Ring Shank Nails 43.0 Installation with a 4" the headl2 and lastgrner; are located 2 min. of 21/2" from head ct 11e. Table 5: Attachment Resistance Expressed as a Moment M, (ft j r for tw Pact Adhesive Set Systems Tile A I Minimum Attachmenfl Tile Resistance Profile 26.1 Monier Lifetlle Ville, Roll, and Adhesive _ __1 Capri Tile ._ 2 gae manufactures com anent a• roval'or installation re virements. ~ FlexiblenPrFordouvs C Ave Til v ea g e t w eig p patty 11,4 grams. Polyte Direct Deck (min. 19/32" plywood) Table 5A: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) forSln le Patty Adhesive Set SXrstenls Minimum Attachment Tile Application Resistance Pot��foam Poly Pro T; '-1 _ 86.61 oam PolyPro - .5.5 • • • • • .• • •• .• • • •• • 1 ":.8 2t:J� I 25.8 47.1 24.3 31.9 ••• • • • • • • • • • • • • • • 4,1 7.1 22.9 49.1 24.2 •• • • • • • • • • • • • • • • • • • .•. • 000 • • • • 00* • • • • • • • • • • • • • 060 • • • • • • • • • • • • • • II* • • • • • • • • • 00* • • • 000 • • PAGE 05 19 0 22.1 35.5 34.B I 32.2 • • . . • . • • • • ••• • •NCfA �1o! :•02- 1205.05 Expiration Date: 12/16/07 • Approval pate .01 /02103 • . . . � • Pate 5 of 7 01/21/2003 11:43 9545256537 Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Villa, Roll, and Mortar Set' 20.60 Capri Tile 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturers name or !ago, or following statement: "Miami -Dade County Product Control Approved ". 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. ALLIED TILE DEPT PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE •• ••• • • • • • • • • • • •• • • . • • • • • • • 0 • • • • • • • PAGE 06 • • • 4ItANo.:1 'F.fplat3oq D'ije: 1,v;6/07 • •• •,ApQq,d'val DNt: 0%62/03 Page 6 of 7 000 • • • • 0410 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • 01/21/2003 11:43 9545256537 ALLIED TILE DEPT MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE •• olio • • END OF THIS ACCEPTANCE •• • • • .. ... • .. PAGE 07 •• • NOANo� 02- 1205.05 Expiration Date: 12/16/07 • • • • • • • . • artprovaL Ditel d l /02/03 • • • • • • • 1�7of7 •• • • . • . . • . • • . • • . . • • • .. • • . olio . ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • ••• • • • E8/07/2002 08:38 9545256537 it • MIAMI•DADE ALLIED TILE DEPT PR T • Tt • Polyfoann Products, Inc. 2400 Spring- Stucbncr Kond Spring ,TX 77383 -1132 CPT The expense of such testing will be incurred by the manufacturer. ACCUTANCF, NO.: 01- 0521.02 I xP112F,S: 05/10 /2006 APPROVED: 06/14 /2001 PAGE 07 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER (WILDING BUILDING CODE COMPLIANCE OFFICE METRO- DAD't: rLAGI.rlt t)Ui1.DINC 140 WlisT FLAGI,I;R S'r RGL•'1', SUITE 16(13 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -290K CONTRACTOR IIC:ENsIN(; SECTION 005) 375 -2527 PAX 005)375-255x • CONTRACTOR ENFORC NIF.N'r DIVISION (305) 375.2'166 FAX 1705) 375.2'x)$ I'RODuCr CON'11401. DIVISION (305) 375 -2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) or: Two Component Polyurethane Fonm Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from n jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify,. or suspend the use of such product or material immediately. BCCO. reserves the right to revoke this approval, if it is determined by BC•CO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division TI•TTS ISTIdE COVI?RSMETr,T SF 1 ITT NA l' GES FOR S'1" ITT I) INFRA CONDITIONS BUILDING COTE & PRODUCT RF,VII;W COMMIT'rEI; This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions sct forth above. Francisco J. Quintana, R.A. Director Miami - Dade County 1311ildintt Code Compliance Office • . 000 • • • • • • • • • • • • • . • • • 04.0 • • • • • • • • • • • • • • • • • • • • • • t\t0450001 \pc2000\ \templ.tct \notice • acceptance cover pagc.dot . • . • • • • • . • • • • • 1 : • • • • • • • • • • • • • • Internet mail address: postmaster @huildingcoticonlioacum II , Hontcpngc: htte /twww!huildingcodaonlinc.cwrvt • ••• • • • • ••• • • • • • • • • • 000 • • • • • • • • • • • • . • • • 000 • • • 600 • • • • • • •• • • db /U/rAkJL Jt3:4b b tib25 ALLIED 1ILE DE HAUL db Polvfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 ROOFING ASSEMBLY APPROVAL G,tteu ry: Roofing Sub- Cateeory: Itool" file Adhesive Materials: Polyurethane I. SCOPE This approves Polypro® A1116(I as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® Al 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AI -I160 I''oampro® RTF 1000 1'roPacke 30 & 100 Dimensions N/A N/A N/A 2.2 Typical Ph Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Test Specificatio PA 101 1.6 I bs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.03 Lbs./Ft 3.1 Perm / Inch Approval Date: June I.4, 20111 I?xpiration Date: May 10, 200(, Results Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami - Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro A1.1160 roof tile adhesive. +(1.07 " /" Volume Change rt, .400 r.. 2 weeks +6.0'%" Volume Change (7 t • 1 1111110(14, 2 weeks • • • • Frank /_trleitg;a,•IkRC• • Product Control Examiner • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •••• •• • • • • •• • • • • • • • • • • •• ••. • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • 08/ 08:38 9545256537 Polyfoam Products, inc. ACCEPTANCE No.: 01- 0521.02 Note: The physical properties listed above nre presented as typical average values as determined by accepted ASTIvI test methods and ;ire subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly For fire rating. 3.2 Polypro® A1-1160 shall solely be used with flat, low, & high tile profiles, 3.3 Minimum underlayments shall be in compliance with the (tooting Application Standard 1.AS 120. 3,4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AI -1160 roof' tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. F (2 W MS 4. INSTALLATION . 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AI 4.2 Polypro® AI 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 Polypro® AI-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127, The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AI-1160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AHIG0 Operating Instruction and Maintenance Booklet 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro 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 (13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tilt as determined at calibration. No other settings shall be approved. 4,6 Polypro® AH 160 shall be applied with Foampro RTFI000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH 160 shall not be exposed permanently to sunli 3 ALLIED TILE DEPT PAGE 09 Prank Zuioaga, RRC Product Control Examiner • • • • • • • • • • • • • • • • • • • • • • • • • • . •• • • • • • • • • • • • • • • • • • • • • •• ••• • •. • • • • • .. • • • • • ... • • • • • • • .. • • • • • ... • • • • • • .. • Table 1: Adhesive Placement For Each Generic file Profile TileProfile Placement Detail single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, Huh Profiles 01 35 N/A High Profile (2 Piece Barrel) tit 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles i 2 24 N/A Flat, Low, High Profiles 43 8 bd /b//2802 88:38 9545256537 ALLIED TILE DEPT PAGE 16 Polyfoam Products, Inc. 2 4 ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® Al -1160 has been dispensed. 4,9 Polypro® AI -1160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein, 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system Frank Zuloaba, R.RC Product Control Examiner • • • • • . .... .... .... .... .... • .. • ... • .... • • .. .. ... • ... • • • • ... • • • • • • • • • • • • • ... • • . • • • • • • • • • • • .. .. • • • .. .. . 010 • • • 000 • 08/07/2002 08:38 9545256537 Polvfoatu Products, Inc. Iva count only: Keep 401toohot approx. 4 In, up Pont tee holes Fen coon. only: Keep adhesive sppt o t. a In. up hen wttpholte ALLIED TILE DEPT PAGE 11 ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough tehreht to achieve 17 to 77 scrum Inches In 001113t1 with the pan the 1) Turn coven upside down. Mao odhes* o trl In. to I Ip. From ouuldt edge of tom do. then Intu11 the 11.. 5 E.ve tune only: K..p tdattve oppros. I In. up NM Issephalls Undorteymonl Rrtrov Op ponkn of Una rave t[enle tOrt1 tiff. 4110 ttGOnd Catnip of PIA Woe Ehforo ergo red to Yet end covet Wes are Well at OM Om. toi cloture (morur shown) Weepholt Fuel* Bo bprron Stet rot steep pItcn application; Nei IMouph p4tdt ammo Opilau) P ointup Monet on tooghuolnal edges 0114 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sheathing Frank Zuloaga, RItC Product Control E • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • 0d/0/ /''200'2 0tf: ' Polyfoani Products, inc. FALL ILU IILE. ULF'I HAUL 1'2 ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Underl4menl E are Covrre Em Cloture Paddy (Beneath Igo) meta Nall through plastic cement Undarlaym.N Eire Course 6 Hell through plastic cement Undetlaymenl 1 I be Count Paddy ( Beneth Ills) Fascia Wet Ode Eave closure Clip edge Paddy (Beneath The Fascia Esve Closun Frank Zuloaga, ItRC Product Control Examiner • • • • • • • • • • • • • • • • • • • • • • • • • • . .. • • • • • • • • • • • • • • • • • • • • .. • • • ... • ... • • • • ... • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • 000 • • 08/07/2002 08:38 9545256537 Polvfoam Products. inc. 2in. X 7 in. medium slat paddy 4AVI rasa) coiit1 only Mall through plastic content Errs course Nail through plastic cement Undarlayment Single paddy on under. laymen( Single paddy on top of the Eva Coma Mall through plastic cement Single paddy 3 In. undot Ule 1 in. Single paddy on under- laymen! Single paddy on top of tile ALLIED TILE DEPT PAGE 13 ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Single paddy on lop of 111e Ere Course 7 Single paddy between tile East Closure 2 In. x 1 in. medium she paddy lave course only Fascia Sing!a paddy undor tllo Single paddy between tile 21n. 7 in. medium also paddy ova courto only Frank Ztloaga, I RC Product Control Examiner . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. • • • • • • • • • • • • • • • • • • • • • .. • • • :.. • •0• • • • • ••11 • • • • • • • • • •0• • • • • • • • • • •0 00 • 1 • 00• • • • •0• • • • 0 • • Oil • Fascia Wt tphole Eve closure 04 edge 1 08/07/2002 08:38 9545256537 9. This Notice of Acceptance consists of pages 1 through S. END or THIS ACCEPTANCE 8 ALLIED TILE DEPT PAGE 14 Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 I. Renewal of this Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents. are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as thc one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including thc correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing thc engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shah automatically bc cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product process, b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, tvhcrc it applies, shall bc provided to the. user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal thc copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Drank Zuloaga, RR Product Control Examiner • • • • • • • • • • • • • • • • • • • • . . . • • • • • • • • • • • • • • • • • • •• • • • ••• • ... • • • • ... • • • • .. • • • • • • • . .. • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • 000 • • Inspection Date: 10/13/2006 Inspector: Grande, Claudio Owner: MASUCCI, DONATO Job Address: 1256 92 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ATLAS ROOFING Building Department Comments Thursday, October 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -4104 Permit Number: RF -12 -05 -1312 OCT 13 2006 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)758 -8837 Parcel Number 1132050270500 Lot: Page 2 of 2 Passed 0.6,0ti-I, Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/13/2006 Inspector: Grande, Claudio Owner: MASUCCI, DONATO Job Address: 1256 92 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ATLAS ROOFING Building Department Comments Thursday, October 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -4104 Permit Number: RF -12 -05 -1312 OCT 13 2006 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)758 -8837 Parcel Number 1132050270500 Lot: Page 2 of 2 September 19, 2006 City of Miami Shores 10050 N.E. 2 Ave.' Miami Shores, FL 33168 Re: Permit.Number: EL: 0321- Permit •Add: 30 .N.W. 110 St Miami Shores, .F.L; 33168 To Whom' 1t May Concern 3058286484 09/19/2006 14:40 FAX 3058286484 C� 001/002 E G A Electric, Inc. State Certified Electrical Contractors EC- 0001728 16252 N.W. 79th Avenue, Miami Lakes, FL 33016 Tel (305) 828 -5205 • Fax (305) 828 -6484 Attached please find letter mailed to the owner of the above referred property: As you can see the reasons why that permit can not get closed is beyond our control. - We are hereby requesting the revocation of our electrical permit Please let us know if (-) there i , nything else we have to do to be released of responsibilities: in connection with / 1 that oect. , l l i' Si erely, Aristides Reyes - Gavilan, P.E. President 09/19/2006 14:41 FAX 3058286484 E G A Electric, Inc. 16252 N.W. 79th Avenue, Miami Lakes, FL 33016 Tel (305) 828 -5205 • Fax (305) 828 -6484 August 21, 2006 Jean S. Michael 30 N.W. 110 St Miami Shores ,FL 33168 Re: Permit Number: EL:0321 Permit Add: 30 N.W. 110 St Miami Shores ,FL 33168 Dear Mr. Michael: State Certified Electrical Contractors EC- 0001728 As you know we have been trying to coordinate with you in order to request pending inspections for the electrical permit referred above. However you have not proceeded with the revision of drawings and that is the reason why we have not been able to close our Electrical permit. If you cannot conclude the revision of the drawings we will be forced to notify the city of Miami Shores of the reason why this permit is still open is beyond our control. It is very important that you call us as soon as possible and let us now when you can meet our electrician there. If we do not hear from you within 3 days from the receipt of this letter we will,notify the building department of the reason we have not been able to complete this job. and to hear from you. Sincer Ari .tides Rey : avilan, P.E. Pre Q002/002 E G A Electric, Inc. 16252 N.W. 79th Avenue, Miami Lakes, FL 33016 Tel (305) 828 -5205 • Fax (305) 828 -6484 April 11, 2005 Sirs, City of Miami Shores 10050 N.E. 2 Ave. Miami Shores, FL 33138 To Whom It May Concern: In order to avoid been struck with permit thieves, we will appreciate your cooperation by not providing electrical permits under the Mega Electric License unless a permit application, signed by me as the qualifier (BLUE INK original signature), and notarized by Marisol Cruz is presented. Please write a note in the computer so the person at the permit counter rejects any permit application not complying with above conditions. Faxes are not permitted. Once again thank you in advance for your cooperation in this matter uld you have any question do not hesitate to call me. State Certified Electrical Contractors EC-0001728 Authentic Signature Authentic Notary Signature Authentic Notary Stamp E G A Electric, Inc. 16252 N.W. 79th Avenue Miami Lakes, FL 33016 IN 11111111111111111111111111111111 1 1 7004 1160 0004 5823 9208 City of Miami Shores 10050 N.E. 2 Ave. Miami Shores, FL 33138 RETURN RECEIPT vR °R` 2 APR � 4 p0, ) )_ ;) ` 5 010 s O ; 2 . P2-842.2440– A - 'R°-4- 0 5' 7 0 8 6 afti ms s. FL "--- "'3" 3 $ 1 6 C r r I1 1lt11111 111Ii111t1f11I111 „tl1I11l.1111111l11I111111I11l STATE OF FLORIDA, COUNTY OF DADE. ss' Before me, the undersigned authority, a not geared Disapproved (Signed) Date. Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement us cne plans and specifications herewith submitted for the build • inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the 'Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during prqgress of the work. ,19.. Owner's Name and Address Mike Namour ._ _ No . .....».. Street._.. Registered Architect and /or Engineer .•:,. ...•••.,,• :......... Name and address of licensed contractor ..Ai. -.rS.- •p.•a;>ager hoofing,. I nc. 890 S.W. 69th Avenue Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 12 .6 N . E . 92nd. Street State work to be done and purpose of building (by floors)...— B,er0lJ. - - - replace 1 Story tile roof .-. oa.-.- r. esi dantial.--hause.e .... &- ..rg- '-94f_.flat roof & ap.ply 4 ply built up gravel roof and for no other purpose. Ncw Building Remodeling Addition Repairs No. of Stories _ To be constructed of Kind of foundation Roof Covering- CeXilenit. 6hingle tile 20 QQ & gravel. Estimated Total cost of improvements $..2 Amount of Permit $.20,_00 Zone cubage required .Plan Cubage--- square Distance .to next nearest building.- Size of Building Lot Sfaxunum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. Al... Springer...Ro.ofing. ...l.nc.. 8 S 9W, 69th Avenue Miami, Fla. 33144 The undersigned applicant for this building permit does hereby certify that he undcrsta• :s d accepts his obliga , ns as an player of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled �ener' Laws of • • ,da, P r anent p einent, and has complied with the provisions thereof, and will require similar compliance from co t.rs or -ub- ntr c •rs em t, y.s by him in the work to be performed under this permit; and will post or cause to be posted for i sp . the ite ark su• , • tlic notice or notices as are required by the Act. The undersigned agrees to employ only such su f r t' perf j under this permit. as are licensed by Miami Shores Village. Remarks (Signed) ic, duly a,{ horized administer oaths and take acknowledgments. personally ap- and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. � 1 Date June 22 s 7198 Read, S t and Sub 'bed bef me. Notary Public, State of lorida My Commission Ercp ¢ cry Public,- State of Florida of t rg, tornrilL:u,r •F tinny dctitt•2 , PLANNING BOARD DAT vatrd th to Mo Citair:nan Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been nbtained n the PI•rnnir.g Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection ar faulty materials anti /or workmanship. to me well known, Registered Architect and /or Engineer and address of licensed contractor STATE OF FLORIDA, COUNTY OF DADE. SS. Permit No Disapproved (Signed) Date ing Inspector Na t1c ate MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Remarks (Signed) Date 11 /V55 , 19 Owner's Name and Address.. ..u_ ^.aSc1a.ucti_ ..... �iL�.n. ; �`•L^'1i'i,:_�:�.:1 No Street � , -it and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, therein by him stated are true. Lani Roofinz, and Tile Co,_ Txic, /30 7 i C;; Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1256 I:. La__32i13 . St. State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Ti 1 4 1 .; Estimated Total cost of improvements $ Amount of Permit $ 5.000 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be _perfumed under this permit, as are licensed by Miami Shores Village. Lang Roo ii: u11G: I 1.i.F; u o o s li1C Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, My Commission Expires and that he did sign the same, and that all facts Read, Sworn to and Subscribed before me. Notary Public, State of Florida PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty n terials and /or workmanship.