Loading...
RF-08-1710Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/07/2008 Inspector: Rodriguez, Jorge Owner: DEYCAZA, ROBERT Job Address: 924 98 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KUZAK ROOFING INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060143290 Lot: Phone: (866)615 -9085 Building Department Comments RE ROOF. REMOVE EXISTING TILE AND REPLACE WITH NEW TILE WHITE COLOR TRUE. REMOVE FLAT DECK ROOFING TO DECKING INSTALL FLAT400 SQF, 1 PLY BASE, 1 SMOOTH MODI FY, ' PLY GRANULATED SLOPE 2000 SQ CAP PITCH 5/12® Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 99027. CREATED AS REINSPECTION FOR INSP - 95487. NO PERMIT POSTED, NO ONE HOME WEST CORNER NEEDS METAL AT END OF VALLEY. REPAIR BROKEN TILES. SOUTH COUNTER FLASHING NOT PER CODE. ROOF VENTS NOT PER ORIGINAL. NEED NEW CALCULATIONS OVERHANG NOT NAILED PROPERLY. JR 11/05/08 i l -, 07 -04? Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, November 6, 2008 Page 1 of 2 71(fb Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING E l ii i'i Permit No. Fr O x" 1 "(U PERMIT APPLICATION SEP 9 ? r Master Permit No. FBC 2004 Permit Type (circle): Building /}�,,1_-� Owner's Name (Fee Simple Titleholder) G 11X (i Phone # lt8' 33Z Owner's Address t\ ?A 4Z. et e� City \\t»MJ1 '3)/11)31 State Zip 3313 U Tenant/Lessee Name Phone # Job Address (where the work is being done) 504 44S GkOt• City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Ica 4 (1)Of tCJ Phone # IJW 05 ^ 1005 ' 1. Contractor s Address � 4L ) l�l i�lwSalti City \g-6:9-- 1 & 4.vifyI b & state 1 Zip J a" 1A Qualifier Name f \ iSSrA. Phone # State Certificate or Registration Nd e,,,, \ T Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # q W0 Mn eD Value of Work For this Permit $ oLO) Type of Work: ['Addition Describe Work: 1 10 ['Alteration Square / Linear Footage Of Work: 2,103 ['New Repair/Replace El Demolition V 41 * ** ** *********************** * *** ** * * ** Fees * *** ** * **** * *******: *11**** :****** *********** Permit Fee $ g5 W CCF $ !`. c -CO /CC Technology Fee $ Radon $ DPBR $ Zoning $, Submittal Fee $ Notary $ Scanning $ Training(Education Fee $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 317 See Reverse side --> 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: 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 1 The foregoing instrument was aakn ledged before me this / 7 TE- 11 day of 5e pt , 20 i "` by ROBERT' PE ' /C/tzA rlxo is trersonalh� known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: T JV)Aa A Lo COOS l Notary Public State of Florida Tamara L Cook 6 My Commission DD732683 E / .ir�1:01/2512012 ,IMF fti' J l _ w N My Commission Expires: j∎I iW.AA.'[ 25, -2L I '2 Signature Coniracto The foregoing instrument was ack owledg fore me this / 7 7 day of Se ,20OSP,by MELISSA A I KUZAK , who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Notary Public State of Florida 'femora L. Cook My Corn calm 00732683 0 /2612012 Print: TA MAPA L Crc My Commission Expires:. JAN IAA rey .Z , Z6 I Z **************************** ***** * ************ *********** ** APPLICATION APPROVED BY: (Revised 07 /10/07) ***************** * * * * * * * * * * * ** ** * * * * * * * * * * * * * * ** "\r-if 0-3 Plans Examiner Engineer Zoning A . Tomassi Roof Testing, Inc. 5451 NW 24th Street, Suite # 3 Margate, Florida 33063 TAS —106 Roof Tile Uplift Test Report Tel. 954 — 979 —1180 Fax. 954 — 979 —1182 Test Date: October 24th, 2008 Project: 924 NE 98th Street, Miami Shores, Fl. Contractor: Kuzak Roofing, Inc. Permit #: RF -9 -08 -1710 Roof Pitch: 5 " : 12" Tile Installation Date: October 20th — 23rd, 2008 Attachment Method: Polyprofoam Tile Type: Monier Saxony Slate All testing is in strict accordance with the Florida Building Code, High Velocity Hurricane Zone Testing Application Standard (TAS) 106 Each Test location was pulled using an Imada Force Gauge to a minimum of 35 lbs. PEST SUMMARY: Roof Area Total # of Tests # of Tests Passed % Passed Field 19 19 100 % Corner 13 13 100 % Perimeter 32 32 100 % Ridge Caps 8 8 100 % Hip Caps 1 1 100% PEST RESULTS: PASSED See Attached Sketch For Further Details: Report Reviewed by: Dominic'' Scarfo, AR0010 48 Dade County Certified Testing Agency., NOA # 07- 0720.04 Revises: # 03- 0317.03 Testing * Design Specifications * Management * Quality Assurance T = Tested Tile and Passed F = Tested Tile and Failed B = Broken Tiles M = Missing Tiles 62' TAS 106 Test Locations All Dimensions are Approximate Project: 924 NE 98th Street Miami Shores, FL Ce -a of.Ca • # KELC4U24 'Aittball. Electronic Laboratory, Inc. .Procision Measurement Equipment Specialists • KIMBALL ELECTRONIC LABORATORY, INC 8081 W 21 LANE HIALEAH, FL. 33016 Description: PULL TESTER Manufacturer: IMADA •Modl:Number: DPSH-440 • Part Number: DPSH-440 • Range: 0-440 LBS Serial Number: 199171 Customer 1.11: N/A Cust, Barcode: N/A Oust. Location: N/A Speclflcations: +/- .2 LBS Purchase °Kier # A. TOMASSI ROOF. TESTING, INC. 5451 NW 24 STREET #3 MARGATE CaI Date: CaI. Due Date: Cal. Intervat Received: Calibration Result: Environmental Co.nditions: PerfOrmed By: Procedure: • FL 33063 04-Aug-08 04-Nov-08 3 MONTHS IN TOLERANCE •PASS 83 DEG F / 68 % RH ELIU LAGO syN156 This' Is.to certify.that the abbvellstedulristrurnent.rneets or exceeds all specifications as statedin the referenced procedure at the points tested (unless otherwise noted). It hail been calibrated :using measurement standards traceable to the National institute of Standards and Technology (NIST), or to NIST accepted Intrinsic standards of measurement, or deriVed bythelatlotype.ofaelf-calibmilontechnlques. This c.alibratiOn is In accordance With Kimball Electonlc Laboratory, Inc Quality AssuranoakianualAELP8 QualltYmstem Is AZA-Accredlted to ISOtiE0-17025and cOmpliant with MIL.STD.45882A and ANSI/NCSL Z840-1.1904, TORS when applicable are greater than er equal ter4:1; v4th expanded uncertainty:used to calculate-the TestUncertaInty Ratio, with a coverage factor of Kat2 at a confidence level of approximately 95%, unless otherwilienOted. Any number of factors may cause the calibration item to drift out of calibration before the recommended Interval has expired.' TH18.1iNITVVAS.OUND TO,SE INTOLERANCE AT THE TIME OF CALIBRATION, RERFORMECROUTINECAL, NO ADJUSTMENTS REQUIRED Company KIM00:1 I,D, Description 447. TSD 2062-SB DEAD WEIGHT SYSTEM Last Cat. Cal, Due Date 0007 , 31-Dec-08 IHAg,':.NWA",';', 90 liAteiAM6VqtY,, ,We',V'P'TiNOP,W(!,1 Certified by: ELIO LAGO Approved By: JAVIER 04-Aug-08 3:04:52 PM BALCEIRO 0 4-Aug-08 3:05:10 PM This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel: 305-822-5792 - Toll Free: 800-393-1094 - Fax: 305-362-3125 - Web: www.kelilabs.com ELI ''''qfq93:1A04■14';2g;g!!;Ti7,11';'91ir' 1TV:VSTEViifFraVAliRVO:41101PititdgfrAFROVieililiqjf)00NRIPPRPtr4F{VPW417';'''nf , ,■■•,00“11, , , „ I CALCULATING VENTILATION REQUIREMENTS 1. Calculate attic square footage. 2. Calculate NFA (net free air) needed for attic using the 1 to 330 rule. 3. Convert square feet of NFA to square inches. 4. Split the amount of NAF needed equally between the intake and the exhaust. Square feet= 2200 2200/300= 7.33 7.33x144= 1055.9 1055.9/2= 578 sq. in. Intake vents are 6"x18"= 108 sq in. x _ /62 0sq.in. Exhaust vents are 10 "x10" = 100 sq. in. x g = .60(0 sq.in. Note: In no case should the exhaust ventilation exceed the amount of intake ventilation. • • .•. • • • ••• •• •• • • • •. •. • • : Hl H- 1114CANE ZoNEs • • • • • • • • • • •.• • • • • • • •.• Florida Building Codelclidgn Za4 • •' • • • • HIGH VetociV Hurricane Zane Un Replitatideorat •` • • ▪ • • • � • .1f�r to ll ��1� I ! Section A (General information)„ SE G 9 2COR . • • •-• : •• •• • • • • •• •• • • • • • • • S .. • • • • • •.• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • •• • • ▪ • • • • • • • • • ,• • • • • •• . •• • • • • • • • . • • •. • • • •• ... •. • • .. • • • .. ... .. • . • • • • . . •. •• , • • • • • ••• •• • ••• • • • ••• •• •• • • • •• •• • :HI4141Itt(iCi!Y HARI&ANE ZONES • • • • • • • • • • ••• • • • • ••• • • • • • • • • Florida Building CodacELitigg • HIGH Velocity Hurricane Zone Unifore _ am 1pplt an• : • • ••• • • • ••• •• •• • • • •• •• • itIG - Dbit �ltAR EzoNEs • • • • • • • ••• • • • • ••• Florida Building CodeeEtiltlft 2001, . • • . •. • •. HIGH velocity Hurricane Zone Uniforik P irm AppticatonFrm• • • • • • • • • •• • • ••• •• • • • • • Section D (Steep Sloped Roof System) • • • •••••••• • • • • • Roof System Manufacture M®N) � Ll1'' • • 1 '' •: • • • • • ' Product Approval number rf °' -t 7 1 1 .D -3 Minimum Design Wind Pressures, if Applicable (From RAS 127 or P1: -L.1 p2: - 46.1 pg. -151 Calculations): Maximum Design Pressure Product Approval Specific System i -1 Method of Tile Attachment PO L> / kiln Steep Sloped Roof System Description ►,00ti Type Underlayment insulation: Fire Barrier Fastener Type & Spacing: Adhesive Type: Roof Slope :12 3b4 I G1 NO\ )A Ridge Ventilation? I Mean Roof Height 16 TtNTA6S, WMLS to It c 12» Asps Type Crp Sheet Roof Covering: Type & Size Drip °tom CA)tJG -ETE ca 2>c 2 `7-LP 50% ZoA LA) FLORIDA BUILDING CODE— RESIDENTIAL • • ••• • • •• •• • • • • •• •• ••• • • • • • • • • • • jiini4E4en I3UIIRIC4IE VNES • • • • • .•• • • • • • • • • . •• • • • • • • • • • • •• • •• • Florida Building Code Edition ?.QOM • HIGH Velocity Hurricane Zone Uniform Permit Apppcaton�Morm• • • •••• • • • . • • Section E (Tile Calculaf�pn :.'.: •.:. • • • • • . For moment based Ile systems, chose either Method 1 Or 2. Contra:0d thOvalses for 1$ipj tlpr,Values from R. if the M values are greater than or equal to the M. values, for each area of the roof, than the Ile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: x ?` _�)• Ing =IM.. Product Approval Mr (Pt: x A = 1• Mg =M2 Product Approval lib (Pa: X 7l =_} M tetra Product Approval M Method 2 " Simplified Tile Calculation per Table Below" Required Moment of Resistance (Mr) From Table Belem G ` l Product Approval his 31, 3 Mr Required Moment of Resistance* Meat Roo! Height -, Roar Slope 1 15' 2W 2V 3W 48' 2.•12 94.4 36.6 36.2 39.7 422 3:12 32.2 34.4 39.0 37.4 392 4:12 8.12 30.4 2.4 32.2 30.1 33.8 34.6 38.1 32.8 37.3 30.9 .� 4) 61a d 26.4 29 9 28.4 50 8 37.4 7:12 244 28.9 271 28.2 340 'Must be used In conjucton 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. Compare the values for F' with the values for Fr . If the F' values are greater than or equal to the F r values, for each area of the roof, then the tile attachment is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P.: x 1: :s x w = 'i- w: x cos tit =Fre_ Product Approval F' (P■: x 1• x w:@j -w: x cos: =Fa Product Approval P (Ps: x 1: = x w:= }- w: X cos tit =Fame_ Product Approval F' Where to Obtain bin Description Symbol Design Pressure P1 or P2 or P3 Where to find RAS 127 Table 1 or by at engineering analysis prepared by PE based an ASCE 7 Meat Root Held H Jab Site Roo/Slope .hub S3e Aerodynamic Rea10 tng Moment due to Sanity Attadatte Resistance L td, Praduct Appeal Product Approval ttr Product Apps Resod Moment Rehr Mr Cakaskded tantalum Attar:knot Rem Required Wit Resistance Average rreautrt THe Dimanslons R Produci&ptcrad Calculated w Product Amami Length IN.wvidth Prat Approval All Calculations must be submlited to the Building OHidal at the time of permit application FLORIDA BUILDING CODE—RESIDENTIAL • • ••• •• •• • • • • • • • • • • • • • ••• • • •. •• • • • • • • • • ••• • • • • • • • • • • • • . • • .. • • • • BCIS Home 1 Log In 1 Hot Topics ( Submit Surcharge ( Stets & Facts { Publications FLFNN�1N'a'.% F HO. USING $ GCtA4MU:4,1 e �'. DEVELOPME -NT ErSr7 ENCY -`. r ANAGENIENT ! OFFICE OF THE' • SECRETARY Product Approval USER: Public User .•• 0 • • •• ••• •• •• • • • • • • • ••• ••• • ••.••. Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone/Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL560 -R2 Revision 2004 Approved MonierLifetile 200 Story Road Lake Wales, FL 33853 (863) 676-9405 szigich@monierlifetile.com Steve Zigich szigich@monierlifetile.com Reese Moody 200 Story Road Lake Wales, FL 33853 rmoody@monierlifetile.com Steve Zigich 200 Story Road Lake Wales, FL 33853 szigich @mon ierlifetile.com Roofing Roofing Tiles Evaluation Report from a Product Evaluation Entity ICC Evaluation Service, Inc. PSI/Pittsburgh Testing Laboratory Gary W. Walker Validation Checklist - Hardcopy Received FL560 R2 COI Certificate +of +Independence.pdf FL560 R2 COI SGS Independence Statement.pdf Referenced Standard and Year (of Standard) Standard ASTM C 1492 SSTD 11 Year 2003 1997 http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgsUMApflFG88... 9119/2008 Equivalence of Product Standards Certified By Sections from the Code • • • ••• • .. •. • • • • •• •• ';' • . • • • • • .• • • • • if • TAS 101 1995 TAS 10,E • 1995 TAS 12i4A% ' • • • • • •. . •. • • 995 TAS C12, � : • � • • • • .•,1995 • ... .. • . .•• • • . .. ... •• • • •• • • • • • ..• •• Product Approval Method Method 1 Option C Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/15/2007 01/16/2007 01/19/2007 02/07/2007 Summary of Products FL # Model, Number or Name Descri , tion 560.1 Atlantis Shake and Slate Flat profile Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. installation instructions f FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FL560 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 02- 1211.08.pdf FL560 R2 AE ESR- 1647.pdf 560.2 Ca • ri Low /Medium profile Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. Installation instructions FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FL560 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 02- 1205.05.pdf FL560 R2 AE ESR- 1647.pdf 560.3 QCedarlite (Flat profile Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. installation Instructions FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FL560 R2 II RAS No 120.odf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 02- 1211.06.pdf FL560 R2 AE ESR- 1647.pdf 560.4 Duralite Shake and Slate Fiat .rofile Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. installation instructions FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FLS60 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 02- 0328.04.pdf http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgsUMApflFG88... 9/19/2008 • • ••• • •• •• • • • •• •• '•• • • • • • • • • • • • • • • • • • • •.• ••• • • - • • . • • • • • • • http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgsUMApfl FG88... 9/19/2008 1 FL560 R2 AE ESR- 1647.pdf 8w /rsli elofile • t 0 560.5 ODuralite Villa Limps of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. "um n� do ipstnictions: • • I, • WL'56 R2 II.lyiS N® 118 :pot ; ; FL560 R2 II R-ASelltlo 119.4Tdf • FL560 R2 II RAS No 120.pdf Verified B,': Cjryn. Walker 40455 C'rhatej j iidEp:nde, t''ihiteParty: Evai4lan Re ?��� • • RU60•Ra1 �'iIi 0-0324. .df• FL560 R2 AE ESR- 1647.pd 560.6 Espana High profile Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. Installation Instructions FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FL560 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 02- 1205.04.pdf FL560 R2 AE ESR- 1647.p•f 560.7 Ma_ dera Flat • rofile Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and in non high velocity hurricane zones. installation instructions FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FL560 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 04- 0512.04.pdf FL560 R2 AE ESR- 1647.pdf 560.8 Mission 'S' Hi • h • rofile Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. installation instructions FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FL560 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 02- 1205.04.pdf FL560 R2 AE ESR- 1647.pdf 560.9 Mission 'S' High • rofile Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones and (C) Grade 3 roof tile. Installation Instructions FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FL560 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 06- 0808.04.pdf 560.10 Mission Barrel - -- High • rofile Limits of Use Approved for use in HVHZ: Yes ' Approved for use outside HVHZ: Yes impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones and (C) Grade 3 roof tile. Installation instructions FL560 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 02- 1211.07.pdf 560.11 illegent Low /Medium profile Limits of Use Approved for use In HVHZ: Yes Installation instructions FL560 R2 II RAS No 118.pdf http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgsUMApfl FG88... 9/19/2008 • • ••• •• •• • . • • • • • • • • • • ••• • • • • • • • ••• • • • ••• •• •• • • • • • • • • • • • Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones and (C) Grade 3 roof tile. - .•• FL560 R2 II RAS No 119.pdf gL560 R2 II RAS No 120.pdf Ve riiied By: (dry yltyWaiker 40455 Create by Inpepdrjdent Tiircl Parry: Illialgetion terQorts. : : : : FL560 R2 AE 0668711.14!pdf • 560.12 Shake and Slate Fletor$fil- • •• ••• .. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. Instal : • - Igis1Drphs • 51.5.60: * ?I, RA No 4.18.pdf: FL560 R2 II RA Igo 119.dtif FL560 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 02- 1205.06.pdf FL560 R2 AE ESR- 1647.pdf 560.13 Spanish 'S' High profile Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. Installation instructions FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FL560 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 02- 1205.07.pdf FL560 R2 AE ESR- 1647.pdf 560.14 Tejas Es.ana High •rofile Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. installation Instructions FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FL560 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 06- 0711.12.pdf FL560 R2 AE ESR- 1647.pdf 560.15 radicao High profile Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones and (C) Grade 3 roof tile. Installation Instructions - -- FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FL560 R2 II RAS No 120.pdf Verified By: Miami -Dade BCCO - EVL Created by Independent Third Party: Evaluation Reports FL560 R2 AE 06- 0913.01.pdf 560.16 pVanguard Roll Low /Medium profile Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. installation Instructions FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FL560 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: Evaluation Reports FL560 R2 AE 02- 1205.05.pdf FL560 R2 AE ESR- 1647.pdf 560.17 jVilla Low /Medium ►roflle Limits of Use 'Installation Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles instructions FL560 R2 II RAS No 118.pdf FL560 R2 II RAS No 119.pdf FL560 R2 II RAS No 120.pdf Verified By: Gary W. Walker 40455 Created by Independent Third Party: http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx ?param= wGEVXQwtDgsUMApflFG88... 9/19/2008 • • • • • • '• • • • • • • • • • • • ••• • • • • • • • ••• n •• •• ••• • • e • • • • • • • may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. • ••• Evaluation Reports FdL560. R2 AE 02- 1205.05.pdf FC•' R2 A '06 -I 1.13 _.f • FI.5•I • 2•AE•ESR- 11640'.(•f• '.• 560.18 j Villa 900 • L'ow /Idium pivflle. • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant N/A Design Pressure: N/A Other: (A) Class A roof covering (B) Roof tiles may be used in both high velocity hurricane zones (HVHZ) and non high velocity hurricane zones. Installation Instructions FLi40 iR7, IIRAS No 118.pdf I Ft.i60 •R2 Ii l Al Rip Vc, pif• • FL560 •IT2 4 tAt JVb :10 pd* \iernied $yNtryyW: Walker 4(455 Created by Independegt!thi?d Party: Evaluation Reports FL560 R2 AE 06- 0524.02.pdf FL560 R2 AE LW Villa 900 ICC 1- 07..df Back Next DCA Administration Department of ComnwnityAffafis Florida Brdiding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 @ 2000 -2005 The State of Florida. All rights reserved. Cogysight and Dlsdaimer Product Approval Accepts: MN M http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param=wGEVXQwtDgsUMApflFG88... 9/19/2008 I�M �C?AI3l: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DJVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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 (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 met the requirements of the applicable building code. • • ••. • : ROOFING ASSEMBLY APPROVAL Category: Sub- Catenorv: ri SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC 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. Roofing Flat Profile Roofing Tiles Concrete • ••• • •• 00 • • • • • • • • • • • ••• • • • • • • • •''.• • • . • • • • ••• • • • • • • • e •.� • • '• • ' . ••. •'• • • • • •• . • ••• • •• ••• ••• • • . • ••• • • ••• �• ••• •• ••• • • • • • i• •.• • • • • • ••• •• • • • • PRODUCT DESCRIPTION Manufactured by Applicant MonierLifetile LLC Saxony 900 Trim Pieces Dimensions 1= 17" w =13" 1 -5/32" thick Slate 1 -9/32" thick Shake & Split Shake 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test A2enco Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 94-084 94 -060A 25- 7183 -6 25- 7183 -5 Product Descriuotion Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 2 of 7 Test Mena 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. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test Identifier, 25- 7214 -1 25- 7214 -5 7161-03 Appendix II Letter Dated Aug. 1,1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 • • ••• • ••. • • • • •• • • • • • • .• ••. • • • • • • • ••• •'• • • • • ••• • • • • Test Nam eQoit •, . • Di.-4 •• •• • ; ••••• •• ... Malch,l • • Static Uphftsletag PA 102 (1 Quik Drive Scjew, D::ect • • . •.. • Deck) • •••••••. • • Static Uplift k%tiitg; • • • •it:reit 199S: PA 102 (1 Quit- Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25-7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2(07 NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 3 of 7 ••• • • • • • • ••• • • • •. •e • . e •••.• • • • ▪ • • ••• • • • • • • • • • •e• ••. • • • • ••• • . • • LIMITATIONS: • • ., a ▪ •.: • • •. • ••• •. • • • • 1. Fire classification is not part of this acceptance. • 2. For mortar or adhesive set tile applications, a static field uplift test shill be p rformed in accordance with RAS 106. • • e • e. e e • . e •' l'• 3. Applicant shall retain the services of a Miami Dade County Cert jed c abala:n.11.2 gerfornl. quarterly test in accordance with TAS 112, appendix 'A'. Such testing steal( be'sulAnitted'to the' Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierT ifetile 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. 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) MonierLffetiie Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 3: Restorin , Moments due to Gra - M Table 2: Aeradynamic Multipliers - X. (ft 2 ":12" The Profile 4 ":12" X (ft) Batten Application 0289 1(ft3) Direct Deck Application 0.313 MonlerLifetle Saxony 900 Slate, Shake & Split Shake or Direct Deck Table 3: Restorin , Moments due to Gra - M ft-l. Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" _greater Battens or Direct Deck Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page4of7 • • ••• • ••••• • • . • • •• •. '•• • • • • • ••• • • • • ••• • • • • • • • Table 4: Attachment Resistance Expressed as a Mon300t LIIf (ft-Ibf) ;.; • for Nall -On Systems • • • • %• • •' • Tile Profile Fastener Type Direct Deck (min 15/32" Plywood) Direct Deck WON 1X1/32" 011414 ) • ••• . ' • • I Battens ,• ••• . • : :. • •• : Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 - ' • 17.E • • 1 -1Od Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Feld Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Feld Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mt (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.32 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment -11111 (f -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProT"" 118.9' Polyfoam PoiyProT"" 40.4" 3 Large paddy placement of 45 grams of PoiyProTm. 4 Medium paddy placement of 24 grams of PolyProh". Table 5B: Attachment Resistance Expressed as a Moment - Mt (ft Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9b . 5. Tile -rite Roof Tile Mortar NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 5 of 7 • • • • • •' • • ••• • .••.•• • • • • • •• ••• •• • • • • • ••. • • • • • • • • • • • ••• • • • • .•• . . LABELING: • • • • '•: •• • • • •. • All tiles shall bear the imprint or identifiable marking of the manuf&ciurer's oI 1ogt,.er following statement: "Miami Dade County Product Control Approved ". • . .•. •• • ... •• •• .•. . • • . . '. . . . • • . • o • • • . • • • ... MONIEIiLIFETILE LLC, SAXONY 900 TILE (LASE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following. 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING WATERLOCK MONIEBLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07-0711.03 Expiration Date: 04126/12 Approval Date: 09/17-07 Page 6 of 7 PROFILE DRAWING • • ••• • • • •• •• • • • •• • •• • • • • • • • • • • • • ••• • • • • • • • • • • . ••• • • • • • • • • • • • • •• • • • • •• • •• •, • • •. • • • • •• ••• ••• • • • • • •• • • • • • •• • •• •• •• •• • • • • • • .•• ••• 10 • • • • • • • • • • • • ••• •• MONIERLNETILE SAXONY 900 CONCRETE ROOF (Spur SHAKE MODEL) Root/ TILE (SHAME MODEL) END MoN1�n�TII.E SAXONY F TIS ACCEPTCE NOA No.: 07-0711.03 Expiration Date: 04126 Approval Date: 09/01/07 Page 1 of 7 •• - •••.4. • avvv 14. . .V..III oURADVOCORECOlvipLiANCR whet (ECM) PRODUCT CONTROL DIVISION NNOOTUCE ACCLFTANCE P s Predate* Tomball, TX /1375 • �� j4•44.•. P.. • • • • • .4411011160B BAUN t 014 0A MZ &O- DADBPLA& istautWNQ • Ile wan: st ► 3'1'l ', sae* l (384)3754i01: : rA 1003 lSb3 • • •• • • • ••• •• ••• •• $tors: This NOA is bed issued under the applfgeblb matee and:ragntatione The do� m station s ahreitteehh 't by.the RCCO eats a ed b t"Bu Of too ai8. Review � to be weld Miami Dade. ` f?' Ctlio ty l'z !laving J� Chi• Ceay`aad other astas wiies+e allowed by the Aufttoziry This NOA shall not be valid after the expiration date stated beIoW. The ICC° (ia Miami lade County) and/car the ANT {ju as other than Miami Dade.Coatity) rant the right to have this product or matmial tamed for the quality purposes. fthispn duct or material ;fails to pe im in the �• � W incur thrive nt. of such inflated amd the Ant may i meediateiy revoke; mom,, or. =sliced the tree of such product or that Ibis jwf eiktion. eve.$ ttae.tfght .to revolve tbil acceptance, if it Is doblani�ned by 13CCO 1 or iaterial falls tautest the ropionnentiof the applicable boflding code. This ;nodal Is approved as described l +eau, eed has been desiaaed to ooaap1y vith the ugh Vedoc ty Mulleins Zone ofthe Pion* Building Owe: D►ESCRIPTtON: Pe ypro®.Abit60 • RD4EWAL of this NOA shell be considered aftwanuaessal applicatioithass been filed and there has been no change #a the applicable beading code negativelY0eting the parfoinmece.of this ptodttot, TERMINATION of this NOA will occur after thanecpiratlon dateor.ifthere b ben arevition or change in the Vials, use, and/or raamtthctnre of the pi d tat or process, bdistise of this NOA as an endorsement *fatty product, for anus, advertising or any other puipo shalieutematieldbi terminate this NOA. 1 fl u c to comply ca section ofthis NOA shall be cause lbs. tetannation and reatpi*1 otNOA.. ADVERTISEMENT, The NOA number preceded by the • words Mang-Dade testy, •Florida, and fbltowed by the monition date way be displayed in liter : goy portion of tits NOA. is displayed, then h stall be done in its entirety. INSPECTION: A copy ofthis entire NOA shall be provided to the to ter ,y the natintfaintter belts dish and'shall be available for inspection at the job skeet tho'request edits BuddintOffiotil. This NOA renews NOA No.O1-0S21.02 and.consists ofpag s I through 7 The submitted docuuntation was zaviewed by a L. As�ebu. ?YOANe,t 06,429Lo2 Z tionDate :09/10111 Approval Data: 04/13/06 Page 1 07 rtUU. JI, ,LUU•1e IL. 171m ROWING ASSEMBLY .APPROVAL: Category: Radio: Sub Category: Roof tike adhesive Mate�als; . Polyurethane SCOPE: • .• • 3. 1, 44 • r. t • • • • • .• • • • • • •'• • • • • • • • • • • • • •• • • ••• • • • • • • • • •■ • ••• OOOOOO • • • • • •, • 00000 •• • • • • • •••• •• • • This /*bine@ ARM. as area d.b�r Pozyto Products, Vac. as deucribeid in Secaiou 2 of thus Notic• ofAoc�ce• For the looms when iiie . appg�s builds ngcode, does not lattceed the l0q 1 s; domnmiaod by o� with Roo deslgo. prt�valuta � oal�IatioOse to • compl roof wee Roofing Apulia jon Standard RAS 127, fir tams With apl 9aty lotV, mid high totem wing Poiypoo0 AI8: I60; Where the attacho�at celc latione am as a moment based system for single patty P�t, aides an uplift bads systeza for double patty systems PRODUCT'S MA�ACTURED BY APPLICANT: Polyps® ABI60 Foarnpro® RTP' 1000 N/A Propel 30 & 100 N/A o N/A TM 101' Two • component polyurethane foam adbeeive. Dispensing EAulpment Dispensing It PRODUCTS MAI VMCTURED BY 'OTHERS Any Miami-Dade Cou ntyProduct Control Acdepted RoofT Assembly having a NOA which li6t`ma t resistatttx vas with.** use ofPolyprn AB160 roof the adlieeMt. PHYSICAL PROPERTIES: MERU Density Camprossive Strength Tensile Strength. Water Absorption, Moisture V Transmission Dimensional Stability Closed Cell Content A9T'MD 1622 ASTMbI621 A D'1623 ASTM D2127 AS'Tlv1E96 ASTM D.2126 ABM Z 2856 Ansa 1.61bs./ t.3 18 PSI Parallel to she 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs:IFe 3.I Perm / inch +0.07%0 Volume Change 0 -406r.42 arcs +6.0%• Volume Change @I$$'T.,100% Humidity, 2 weeks 86Vo Note: The pbysks Propett&e It .above are p esentsd: s tpp .� valises as deterartued by accepted ASTM' teat methods sad are subject to neiaeai marmfam�iaring vim. IVOA Nis 064201.02. Expiration Deter Bement ApprawalDate: 8/13/06 Pegs 2 of 7 • • • 11 V V 1 J1.1.1/VV I t. 1 .. ..• SUBMITTED: Igalifew Center for Applied leering Miles Laboratories Polymers Division Ramtech Laboratories, Inc: Southwest Research Insthute TrinityBne/worths Celotz Corp. Testae Services • • ••• •. • - • • •• • • • • • • •• ••• • • • • • • • ••• • • • • • ••• • • • • • ••• • • • • • • • • • • • T e:r Test l e o #94-060 257818 -1PA 25- 7438 -3 25- 7438 -4 25-7438-7 25 -7492 NB- 589.631 9637 -92 01- 6743 -011 01.6739.062b[1] 7050.02.96 -1 528454.2 -1 528454 -9 -1 528454.10.1 520109 -1 5201094 520109 -3 520109 -6 520109.7 520191 -1 520109 -2 -1 • • • • • •• • •• • • • • TAS 101 • TAS 101 0.* SSTD 11-93 SSTD 11 -93 . SSTD 11-93 ASTM E 1623 • —_ ••• • • •• • 1046/§5" • • • • • • • • . . • • • • • • • • • •• • • 11/02/95 12/12 5 02/01/94 ASTM E 108 04/30/93 ASTM E 108 ASTM E 84 TAS 114 TAS 101 11/16/94 01/16/95 03/14/96 10/23/98 TAS 101 12/28/98 TAS 101 • 03/02/99 L)B TATT : 1. Fire olassificadot is not part of this acceptance. Referto the Prepared Roof Tile Assembly for fire 2. Polyprott AHI 60 shall solely be used wig] flat, low, & high We profiles. 3. Minimum underlaymnnt shall be in oomp]iaaae with the Roofing Application Standar& R+4S 120. 4. Roof Tile manufactures acquiring acceptance for the use of Foiypro® A11160 snottily adhesive with flies shall it in accordanoe with TAS 101. 5, Roof Tile scanufizeinzes acquiring acceptance for the use of H NDI -MCK roof the adhesive with *bearfile assemblies shall teat in accordance with TAS 101 with section 10.4 as modifiethereia. F� ' i2i W • MS NOA No.: 06420/02 Expiration Date: Ottilltill Approval Datc OVUM ?age 3 or •• • • • •• • �� r Ty • is •'• ! • • • • 1. Polypro® A11160 maybe used with any roof tile assembly • • • ••• • • • • • • • • • resistance values with the use of Polypro® AH160. a current 1�0A that lists up) 2. PoIypro® A171160 shall be applied in compliance with the Component Appli icr D : • • • • corresponding Placement Details noted herein. The roof the assembly's adhesi3re*.ec i • • • the use based of Polypro® A11160 silatl provide suf$ciard attachment resistance, 'as in lift • • e • • • system, to meet or exceed the uplift resistance dete�ed in .. • CoUnty Application Standar:1s RAS 127. The compliance rotted in the r tile assembly NOA adhesive attachment data is noted is the roof 3, Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with RaofingApplication Standard RAS 120. and Polyfoam Products, Inc. Polypro® A11160 Operating and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the by i jurisdiction. 5. Calibration 'gibe Foampro® dispensing went is required before The mix ratio between the "Ae component and the "W' �ptm� . application iz any adhesive. 1.15 (A) 1.0 (B) The a timer shall be set to deliver 0.OI75 to O.I5 mad I.0- d�et fed at Manton. No other settings shall be approved, $s 6. Polypro® AH160 shall be applied with Pomp* BTF1000 or Preach® 30 & 100 �g eg lament only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8, Tiles must beadhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AR160 has been dispensed. 9. Polyprot AB160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight T Detail Weight Mtn. per paddy fit. Flat, Low � Profiles Profile (2 Piece Barrel) Flat, Low, Hi Profits Flat, Low, High Profiles LABELING: All Polypro® AIi160 containers shall comply with the Stain Condition listed ham. BUILDING PERMIT REQUIREMENTS: As required by the &tildigg Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Data 05/30711 Approval Dates 00134w rage 4of7 ••.•• • •�• •. •• ••• • • • • • • • • • • • • • • • • • • ••• • • • • ; • • ••• •• • .'• • • • 0 ADHESIVE PLACEE N DET.! �.' • ••: • ' ••• ••• .• • • • • SINGLE PATTY NOA Nos 06.02or.02 Expiration Date: osniwn Approval Nate: 04/13/05 Page 5 of 7 • • ••• • • • ••• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • •.• • • • • • ADVESIVE PLACEMENT nE 'AYG A.' SINGLE PATTY •.•• • • •• • • • • •• • • •.• •• • • • •, • • • • • . • • • • • • •• ••0 •• • • • •• • • • • • • • • •0• • • • NOA. 14c14-06-0201.02 Esphittion bate: 05/10/11 Approval bac **/19106 Pagt 6of7 trauproliziteremee • • ••• ••••• • • • • •�• •• • •• '.• • • • ••• • • • ••• • • • • • • • OOOOO Aorasrvt PLACEMENT D A1L • ' • • • • • • • oaken Paddy (under Me) DOUBLE PATTY ••• • : Florida Building Code Online OM M BCIS Home I Log In I Hot Topics 1 Submit Surcharge I Stats & Facts COMMUNIP( PLANNING` HOUSING & COMMUNITY DEVELOPMENT EMERGENCY MANAGEMENT R OiFFIGE OF TII'E' SECRETAIRY Product Approval USER: Public User • .• ••• • • • • ••• i • • •• ••• ••••••• • '1 • • • •r • • ••• • . ••• • • ••• Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL6760 Application Type New Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Firestone Building Products Co. Address /Phone /Email 525 Congressional Boulevard Carmel, IN 46032 (317) 575 -7000 ext 7199 brandtgregory@flrestonebp.com Authorized Signature James L. Buckner, P.E. @ C -Buck, Inc. jimmy @cbuckinc.net Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Roofing Modified Bitumen Roof System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard TAS 114 Appendices C, D, and J Product Approval Method Method 1 Option A Date Submitted 05/02/2006 Date Validated 05/02/2006 Date Pending FBC Approval 05/08/2006 • • • • • • Year 1995 http: / /www.floridabuilding .org/pr /pr_app_dti.aspx? param= wGEVXQwtDq sV VL3fCJ %2ffCC9d... 10/18/2007 Fldtida Building Code Online Date Approved Summary of Products 07/12/2006 • 0 •' • • •• •0 •• • •• • •:• • • • ••• • • • • • • • • • • • • •i• • • • • •s• Page 2 of 3 FL # Model, Number or Name • • • • • • 6760.1 1- APP /SBS Modified Bitumen Roofing System •: • • Firestone APP and•gB$1lodified Bitulr en Roofing Systems installed on Lightweight Insulating Concrete Decks. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: +N /A / -82.5 Other: Refer to current Miami -Dade NOA 05- 0830.06, Maximum Design Pressure -82.5 psf. Certiftc t* A e ci> Certjfica :e FL67• 110CCAS•I! • • APPSBS Mod$it fnLVOIOCDeoks 05083006.pdf Installation Instructions FL6760 RO II 1- APPSBS ModBitOnLWICDecks NOA 05083006.pdf Verified By: Miami -Dade BCCO - CER 6760.2 2- APP /SBS Modified Bitumen Roofing System Firestone APP and SBS Modified Bitumen Roofing System installed on Cemetitious Wood Decks Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N /A / -45 Other: Refer to current Miami -Dade NOA 05- 0830.07, Maximum Design Pressure -45 psf. Certification Agency Certificate FL6760 RO C CAC 2- APPSBS ModBitOnCWFDecks NOA 05083007.pdf Installation Instructions FL6760 RO II 2- APPSBS ModBitOnCWFDecks NOA 05083007.pdf Verified By: Miami -Dade BCCO - CER 6760.3 3- APP /SBS Modified Bitumen Roofing System Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N /A / -45 Other: Refer to current Miami -Dade NOA 05- 0830.08, Maximum Design Pressure -45 psf. Firestone APP and SBS Modified Bitumen Roofing System installed on Recover Decks Certification Agency Certificate FL6760 RO C CAC 3- APPSBS ModBitOnRecoverDecks NOA 05083008.pdf Installation Instructions FL6760 RO II 3- APPSBS ModBitOnRecoverDecks NOA 05083008.pdf Verified By: Miami -Dade BCCO - CER 6760.4 4- APP /SBS Modified Bitumen Roofing System Firestone APP and SBS Modified Bitumen Roofing System installed on Gypsum Decks Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N /A / -45 Other: Refer to current Miami -Dade NOA 05- 0830.09, Maximum Design Pressure -45 psf. 6760.5 Certification Agency Certificate FL6760 RO C CAC 4- APPSBS ModBitOnGypsumDecks NOA 05083009.pdf Installation Instructions FL6760 RO II 4- APPSBS ModBitOnGypsumDecks NOA 05083009.odf Verified By: Miami -Dade BCCO - CER 5- APP /SBS Modified Bitumen Roofing System Firestone APP and SBS Modified Bitumen Roofing System installed on Wood Decks Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N /A / -52.5 Other: Refer to current Miami -Dade NOA 05- 0830.10, Maximum Design Pressure -52.5 psf. Certification Agency Certificate FL6760 RO C CAC 5- APPSBS ModBitOnWoodDecks NOA 05083010.pdf Installation Instructions FL6760 RO II 5- APPSBS ModBitOnWoodDecks NOA 05083010.pdf Verified By: Miami -Dade BCCO - CER 6760.6 6- APP /SBS Modified Bitumen Roofing System Firestone APP and SBS Modified Bitumen Roofing System installed on Steel Decks Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N /A / -82.5 Other: Refer to current Miami -Dade NOA 05- 0830.11, Maximum Design Pressure -82.5 psf. Certification Agency Certificate FL6760 RO C CAC 6- APPSBS ModBitOnSteelDecks NOA 05083011.pdf Installation Instructions FL6760 RO II 6- APPSBS ModBitOnSteelDecks NOA 05083011.pdf. Verified By: Miami -Dade BCCO - CER 6760.7 7- APP /SBS Modified Bitumen Roofing System Firestone APP and SBS Modified Bitumen Roofing System installed on Concrete Decks http:// www. floridabuilding .org/pr /pr_app_dtl.aspx? param= wGEVXQwtDgsVVL3fCJ %2ffCC9d... 10/18/2007 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N /A / -547.5 Other: Refer to current Miami -Dade NOA 05- 0830.12, Maximum Design Pressure -547.5 psf. • • ••• • • • •••• • • • • • Certification A•ge rel/ ;m:titlicatt •; • FL6760 RO C CAC 7- APPSBS •ModklitOnConcreteDecks NOA 05083012.pdf Instaieittot: i=tstrudiorp", • • FL6766 :0 )I.7- • ••• • • • ••• APPSBS• Mod 2itOnCitGreteBecks�L�f' 0*5083012 �df Verified By: Miami -Dade' CCO - !ER • Back • •• • • • • • •• :'• • • • • • • • • ••• •• • sliest. • DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: Ckaak http: / /www.floridabuilding .org/pr /pr_app_dtl.aspx? param= wGEVXQwtDgsV VL3fCJ %2ffCC9d... 10/18/2007 t O C MI (om) PRO ieUM CONTROL DIVISION c.OFACCEPTANCE OA Prodttets Company 96th Strett 111462404702 FICO This' • A is beingissuedunder the applicable ruics and re8ulatiOns goveming the( Control of cDivision nstruction materials. The l i f has been reviewed. by Miami-Dade County Product Cont oi ' accepted K ::Board of Rirles'ai Appeals (BOA) to be used in County and o areas w allowed y7 • • •• •• • • • • • • • • • • • • • • • • • • • ••• •• •••- • • • • • • •• •• • • • • • • • • • ••• • • •. • •• • ; • • • • •• • • ••• •____ } , FLORIDA • ..' USTROIN;DiFLAMEKBUILMICI , FLORIDA 33130 -t563 • 430 1375- 1• •i X C303) 375-290g • • • •• • • ••• •• • the ty Having Jurisdiic ion•(ARO. This OA shall not be valid after the expiration date stated beloo..The Miami-Dade Product Co►ttol Di an Miami Dade • County) andfor the Alt (in areas other 'Miami Dade ) re ve the right to have 7 i a : product or Matmiatested 'for-quality assatanceputposeS. If this product or material fails *Perform in manner, the manufacturer will incur the e ofeach testing and the AEU may immediately rev modify, or suspend the use of such product or material Within, thy jurisdiction. BORA reserves &Aright to re oke this if it is detemtined by Mama -Dade Conity Product Cori Division that this pmduct or moterial fahS to meet the-requirements of the applicable building Ode. This Pct is approved as described herein, and has been did to comply with the Flo : Building Code, including rite Brgh Velocity Bunicane Zone. DFSCRTFTT0N: Firestone ModiftedBitmnen. Roof Systems over Wood Decks LAMING: Bach unit shall bear permammt label with the ma► 's name or logo, city, state and folibiirg; statement "IvIlami-Dade Coup Product Conuol ApprOved , unless otherwise noted .he :. RENEWAL AL. offihis NOA shall be• considered aft era renewal application has been filed and there has been no • change in the applicable building code negatively affecting the performance clads product. TERMINATION of this NOA will occur: after the expiration daieo r if there has been a revision, or change in the materigs, use and/or minimum of the product or process. Misuse of this NOA as an endorsentent of ally product, for sales, advertising or any Odxrpurposes shall autonomically to to this NOA;. Patinre to comply withany seclion of this NOA shall be cause fix termination and removal of NOA. ADVERESEMENit The NOA number preceded by the we Dade County, Florida, and followed by the expiration date may be displayed in adverdsing am. If any portion of the NOA is displayed then it shall; be done id:its:entirety. INSPECTION:. A copy of this entire NOA shall by provided to theuserby rby t e manufacturer or its dish anti shine available fir inspecl ion at the job site at the request the linsIding OffiniaL ThlsNOA renews NOA d e Q : 9.04 andconsists al pagers 1 through 34. The submitted docnmmentatiion was reviewed -by Jorge L. Arabo. NOA No. :054830.10. EsidratiorDatet worn Date: 12/20M5 Pagel ROOFING SYSTEM APPROVAL Qom SubSaim Masingwatiagsagn ritosksitatim Roofing Modified Bitumen APP /SBS Wood 52.5 psf See General Limitation #1 • • ••• • 0•.•• • • • • • •• .•. • ••• • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • . . . . •• • • •• . . . • . • • • • ••..• • • • • • • .. • ••., ••.• ••• • ; �• •• ••• •• • •• •. • • • • • • •••• • . • • TRADE 'NA OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:: TABLE 1 itedlict APP 180 APP 1SO PR APP 170 APP 160 MB Base Sheet SBS FR SBS mum FR . SBS Base Sheet SBS Smooth SBS Premium 39.4" x.32110" Ted AlintiMei ASTM D5147 39.4" x 32'10" ASTM D5147 39.4 "x33'6 ", ASTM D 5147 39:4" x 32'10" ASTM D 5147 36" x 108' ASTM D 5147 39:4" x 33'10" ASTM D 5147 39:4" x 33'10" ASTM 1)5147 39.4' x 33'10" AST.M D 5147 39:4 "x5(31 Aral D5147 39:4" x 33'10 "' ASTM D 5147 39.4" x 33'10" ASTMD 5147 lhoduet ThEadilikt Polyester reinforced d , granule sum membrwre. Torch applied Polyester forced;. t modified bitumen, anule std membrane. Torch applied; Polyester r mowed bitumen membnam Torch applie& Polyester liftmen membrane. Torch applied Fiberglass -rimed base sheet, asphalt coated on both sides. App in hot asphalt. or mechani r ate: Granulesurfaced, modified bits membrane reinforced with nonwoven polyester mat. Ceramic gee modfied bitumen me ane rehtorced with nnu- woveO1 polyester mat. Camilla granule surface, fli modifiedmoraine= with n t- woven poly mat Fiberglass reinforced SBS • base sheet. Applied in hot asphalt or medically attd. Smoah surfaced, modified°,unman membrane rein' forte with non -woven polyester mat: Applied in hot asphalt Granales : modified °b . membrane reinforced with polyester mat Applied in=hot asphalt ■OA NO4 X10 ExPitatbspaire 0 Apps 12 P2:of'3 SBS Glass SBS Glass Fit Type IV Type'VI Test MANSE ARISKO • • • afigaigl4. • • ••• • •••. •• • • • • •• •• ••• • • • .• • • ••• • • • • • ' ••• • • • • • • • • . • • • . . •• • • • . • Weald •• • • 39.4" x 33'10" ASTM D 5147 Mad" 16163=4 .granule ,. moil ed# *PPkie d in • hot ; :'. •. 39.4" x 33'10" ASTM D 5147 G ulear stftbeed, •tei fereed, fire rLmut, mewed bitumen membrane. Applied in hot asphalt. 33"x 180" ASTM D5147 Films teinforced, asphalt impregnated, roofing ply, Applied in hot asps 33" x 180" ASTM D5147 Flbetglass reinforced, asphaltimpregnated, esofing ply .!_i_v_Wjahatasphak. APPROVED INSULATIONS: Pi's Nate fix. ACCoan i, ACFoant ht ISO 95+, ISO 95+ GL, 95+ GW ISO 95+ Composite Fiber Top Rhoflex Composite Dens Deelc MON 2, Ei RGY T -25, iiltraOard Geld II, Ultiard iI Merging Fesco Foam l3lgh Density Wood Fiberboard Pedit$battalion Board Isu -Lite E Mull -Max EA TABLE 2 product DesIptien. Isoeyanurate • Isecyanarate Insulation Isecyanurate Insulation Isocyanurate Insulation w .pedite face Regalar wood fiber in on Polyisocyauurate foam /pedite insulation Silicon iced gypsum: Ism-yam:irate Insulation Fiber glass roofmsuation Is anurate 40 0 wha pedi ye facer Wish .De Wood Gibe insulation board. Perdue Insulation Polyisocyanurate foam ion Isoeyannuite Insult Mannfactum Oft Currant NOV Atlas Roofing Corp. Firestone- Firestone Firestone Firestone G- PProducts Ichns Mane Manville. JobneManville Genedc Gamic Internadonal Pedro Rini,. him NOA 054830410 IkaphatienDatet 11• Page3of APPROVED FESTE S: Farier Product *Number Name 1. Firestone AU I pose Fasten 2. Fines HD Faster 3. MB Barbed Metal Seam Plate 4. Hexapod Plate 5. Seam Plate 6. Metal Plate 7. Dekfast Fasteners 8. Detest Hex Plate 9. #12 & #14 Roofgrip 1O Metal Plate 11. Plastic Plate 12. Oleic Fasteners 13. Olympic Standard 14. Olympic 15. sui hoc Fastener 16. Tonsil Fixx S 17. Insul —F1 PO 18. Tru -Fast Fasteners 19. T Fast M1-3 • • ••• • • ••• • •• • • • •• • • ••• • • • • • •• • • • • •••' • • • • • • • • • • • • •••. • • • • • • • • • • • • • •. • TABU. 3. Product Description insulation and membrane fastener Insulation and membrane fastener Metal plus used for membrane securemnent . Insulation attachment hexagonal plate Membrane seam attachment Plate. be Membrane attachment plate. Insulation and membrane faster Intadation and membrane fastener Insulation and membrane fastener Galvabmte AZ50 stress plate 3.2" round polyethylene stress plate Insulation and. membrane fastener 3" rOundeltdvaltmae A755 stress 'plate Plastic plates 'fir fasteners. • Insulation fastener for use in wood„ steel and concrete decks Galvatinua A Z55 stress plate Poiyethyleme stress plate Insulation and membrane fastener 3:23" round Galvalume AZ50 steel plate • • • • •• • • • • •• • •' • •• ••• • • • • • •'• •• • • • • • . • •• • • • • • .•' . • • •• • • : •: • •Rani/ad :Rani/adorer Various Various 2" dirt Firestone Firestone 3-34" Winne 74" 2-3/e" die Firestone 2" dlia Breslow Various Constriction Fasteners, Inc. Various Constton Fasteners, Inc. Various ITW Buildex 3" see 1TWBu . 3" round. 3.2" round rrw Builder Various Olympic Mfg. Group 3" round Olympic Mfg. Group 3" mind Olympic Mfg. Group Various SFS Stadler, The. 3" round SFS Stadler, Inc. 3" round SFS Stadler, Inc. Various The Tru -Fast Corp. 3.238 r ound The Tr u -Fas t Corp. NOAr Nat 05.903O1O. 'Dater. A*PkovaHMte 12129/i Paso 4 APPROVED VASTEST/US: TABLE .. •.. .• • • • • • ••• • • • • • • •• • •• •. • ': : •; • ; • '• • •. • ••. •:•. • ••• •• • • • • • . Fastener Pmduct Product .Number N '1: " ideation; Manufacturer Descrlptiion • .• NOA) 20. Tat-Fast Plastic Plate 3" round polyethylene s • • • *37 ,„••:. d • : the Tateffast Corp. Plate EVIDENCE Si MITTED: Factory Mntual Research Corp. LL 1D5A8.Ahl Wig Uplift: Classification 09/09/98 Fly Mom Research Corp. J.Z. 3003597 Wind Uplift Classification 07/14/99 Factory Mutual Reseal Corp. 71.3004786 Wind Uplift Classification ' 05/16100 Factory Mutual Research Corp. J.I. 3005030 Wind Uplift Cla tfication 08/08/00 Trinity Engineering, Inc- 4810.01.96 =1 Uplift ice 01/31196 PA 114(C) and Barg; PA 114 (D) Design, I.I.C. 481010.96 -1 Uplift Resistance 10/31 ACRC, LLC. PA 114(J) ACRC, LLC. ACRC 03001 TAS.. 114 03/0 ACRC.03007 TAS. 114 05 /01/03 . NOA Neer wawa . Approval Wee IVIMS Page 54134 Membrane Type: SBS • • ••• • : '. •• • • • ... •• ••• • • • • ••i • • ••• • : ••.•. • • • • •• • •. ••• • •• • • • • • ▪ • p•. • • • • ••• • • • • • • • • • ▪ • WOOD DECK SYSTEM LIMITATIONS: • • • • • • • . , • • 1. A slip sheet is required with Ply 4 and Ply 6 when used as a laically fasted base or withal' • • sheet. GENERAL LIMITATIONS: • • • • • • • • • • i • e • 1. Fire classification is. not part of this acceptance, refer to a current Approved Roofing Mated*. Direetoiy.for fire ratings.of this product. • 2. lasulation may be installed in multiple layers. The fast layer shall; be attached in comp i :lee with Product Control Approval gut. All other layers shall be a in a foil mowing of • approved asphalt.applie4 within the EVT range and at a rate of 20-40 lbs sq., or mechanically attached using the fastening pattern of the top layer 3: All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 41x 4' maximum. 4. An overlay andtor recovery board insulation panel is requited on all applications over closed cell foam moons when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied wing spot mopping with approved asphalt, 12" diameter cicles,..24" o.c;; :or strip 8" ribbons in three rows, one at each sidelap and one down the cooler oldie 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 systen i shall beat a minimum rata of 121bssq. Note: Spot attached systa shall be limited to a maidianterdileign pre ureof- 45pst. . Fastener spacing for insulation attachment is based on a Minimum mastic Farce (1) value of 2751E, as tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field-tested, are below 275 ll>£ insulation athrhm *nt shall not be acceptable. 6 Faster spacing for mechanical attachmem of anchor/base sheet or memlrena attachment is based on a Minhnuit fastener resistance value in.c onjuncaion with the maxhmmi design value listed Within a specific system. 'Should the faster resistance be less than that required, as by the Building Official, a revised fastener spacing, prepay„ signed and seal«% 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. Animater and corner areas shall comply with the .enbaneed 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. this won its tipetitically referred.wlmin this NOA, GeneM1 Limitation #9 will not be applicable.) $.. All attachment and sizing of pedmeter nailers, metal. profile, .and/or flashing termination design shall conform with Roofing Applic adon Standard RAS 111 and applicable wind load req . • 9. The maaieuum designed pressure limitation listed shall be•applicable to all roof pyre zones lie. field, per, and cotes). Neither rational analysis, nor extrapolation shall be permitted for enhanced Bing at enhanced prime zones (i.e. perimeters, extended earners and carnets). • (When thisilmkation •is spy referred within this NOA, General, Limitation #7 wffi not be applicable.) 10. All produ ts.listed herein shall have a quality assurance audit in accordance with the Florida Building . Code and Rule 9B -72 of the Florida Administrative Code. END OF TFIIS ACCEPTANCE • NOANoa:•QS:14 Da ApprovaiDates. tV291115 >3a:03# VtialMe Siffite4 '?/ lage 6140 Veta tme ee 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 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 551844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: le.b13E-2T De. YCAz/ Property Address: c72..4 NE a 8 Meer Roofing Permit Number Date: q' 17- ' Dear Building Official: 1 12,1)5Eer - D . L zA certify that I am not required to retrofit the roof to wall connections of my building because: The just 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 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade V-c e r` r -j NE yc Az.A- Print Name The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this r7 day of $ ep rn/ r 2oc' Notary Public, Sate of Florida at Large * When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. 600 °, Notary Pubic. state of Florida r. Tamara t. Caetc My Commission D0732883 '4•0i0,o4. Expires 01/25/2012 Miami -Dade My Home • • Show Me: Property Information Search By: Select Item El Text only Property Appraiser Tax Estimator Portability S.O.H. Calculator Summa Details: olio No.: 11- 3206 -014 -3290 . •24 NE 98 ST ailing ddress: ROBERT J DEYCAZA 24 NE 98 ST MIAMI SHORES FL 3138 -2535 Prope Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: '001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: c/1 11231111 1 1.'M1 $422,026 d' S. Foote e: 1,903 $157,504 •,556 SQ FT ear Built: 1950 $25,000 IAMI SHORES SEC 3 Legal PB 10 -37 LOT 5 BLK 78 Description: LOT SIZE SITE VALUE • R 18870 -4429 10 1999 �• 1 Sale Information: Assessment Information: EMMEMMIMMI Land Value: 18870 -4429 MOM= Sale Amount: 10/1999 '158,000 Assessment Information: EMMEMMIMMI Land Value: 2008 IIECEI $186,820 '268,046 Buildin. Value: HEM BEE32 arket Value: $422,026 REM ssessed Value: $157,504 Willi . Homestead Exem.tion: $25,000 $25,000 1�. $25,000 $25,000 axable Value: $132,504 �• The market and assessed values are ccurately reflected Information related to his property's exemptions and taxable alues are being updated as a result of the ecent passage of Amendment One and ill be available short! Additional Information: Click here to see more information for this roperty• ommunity Development District ommunity Redevelopment Area Empowerment Zone Enterprise Zone and Use Urban Development Boundary r onino ACTIVE TOOL: SELECT Digital Orthophotography - 2007 My Home 1 Property Information 1 Pr perty faxes I My Neighborhood 1 Property Appraiser 0 Home 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 2 MIAMI•DADE Legend Property Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2 miamidade gov /myhome /propmap.asp 9/16/2008 1 Slop This form . must be filled out and included with all Single Family Re- roofing applications Address: Hurricane Mitigation Supplement q2q NE UPI SIP AT , For the purpose of this document sections cited are from the manual "Hurricane M.itigation:Retroflts for. Existing Single. Family Residential Structures ". Water Barrier section 201.2 •,Note;..All:re- roofing.permits for single - family residential structure applied for after October 1, 2007 requires a secondary water barrier as defined In section 201.2. 1. Method of secondary water barrier instillation: .t:] Roof sheathing joints covered with 4» self - adhering polymer modified 'Bitumen tape applied:directly to sheathing. Tape must be covered with An underlayment system as required for the roofing system. ] Entire roof deck covered with a self- adhering.polymer modified bitumen • Cap sheet. No additional underlayment Is required for new • . construction unless required by the product approval or manufacturer, 30# Felt underlayment installed as. required for the .HVHZ. Covered with An approved:self- adhering modified bitumen cap sheet or hot mop cap sheet. 2. Specify secondary water barrier _ Manufa urer Product Approval Number Roof to wall connections: section 201.3 1; Was the building. permit for construction applied for on or after March 1, 2002 ?1.] Yes [ ] No If yes, then proceed to signature and permit submittal, 2. Applicant must.provide documentation for the value of the building. Indicate type provided; • [ J Copy of current home insurance summary sheet. .44-- Copy of the latest Tax Bill or Property Appraiser Office webpage for the home. 3: lased on documentation provided, Is the value of the Building $300,000.00 or more? [1 Yes [ ]••No •'4. If the answer to question 3 is no, proceed to signature and permit submittal. .. 5. If"the:answer.to.question 3 Is yes, then roof to vail connections must be enhanced to comply with.201.3• • The priorities for upgrading are outlines In section 201.3.5, An additional 15% of the cost of the re- roofing •,must be.spent.on enhanced connections, but the !Mitigation is not required to exceed that. • . :Please submft.the following items: An additional permit application for Mitigation Retrofit by a residential, building or general •contractor. A roof plan of the building that shows all spans and indicates gables and hip locations, Plan Should indicate areas to be retrofitted, Connectors used, and fastener requirements. Please ' Include .product approvals for all the cdnnectors that are specified. Quallflet /.Owner Builder Name Printed Qua 'h}fPer Owner Builder's ig ` re Date 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT €-l= N .� e�� R ,,7 315.2 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR I'.•k 26574 P 4932; t 1 p 3 't RECORDED 09/19/2008 11:26 =52 PERMIT NO. TAX FOLIO NO. f/- ,320(, -614 -3290 MIAMI- ADEICv CLERK OF IDA °� MIAMI-DADE CDUttT�� 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. A F O' -1llb 1. Legal description of property and street / address: 92y q87-7l s?REET, 33/38 Jl i ' S P A : P ' -3 Lo 5 : 8 L.o7' Siz 5/ VALU 0(Z- JX'f70- 42. /0 9 ' / 2. Description of improvement: IZERmF 3. Owner(s) name and address: goi5E.RT DEycAz,4 q 2q NE 418 TN 5T7zEEr f MII41Y11 SILO FS4 FL-- 33138- 2.535 Interest in property: OW N E12- Name and address of fee simple titleholder. N /A 4. Contractor's name and address: K U ZA- rL Rte FI tV Cx t 1U G 14123 A LLEA.i LY R-U /p W � P/UJfl + CH, FL 33140.S" 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: k/A 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: tilt. 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) IV tA- Sig of Owner Print Owner's Name D BEi T DE )CA ZA- Sworn to and subscribed before me this / 7 day of S e p i i , 20 0 Prepared by TAMARA 1_ CCDde Notary Public: itoN4L, Print Notary's Name: TA MI4l?A- L, Ce' K--. My commission expires: JAMD.At/ 25-1 2btZ STATE OF NEREP .i"g_ al Id eL°sf Pus_ Notary Public State of Florida e Tamara L. Cook op f," E Expires 01/25/2012 DD7328$3 Address: 14-123 A(.LEJJ L-E MAD WE5r rye cm BFlCH Fe 33410 �- ORIDA, COUNTY OF DADE TiFY that this Is a true co YZZ L" of the Mice on - day of 20 of RE: Permit # tt>1i.19 Niairne s4lJi,e e4 DelA ea 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305- 756 -8972 www.miamishoresvillage.com DATE: q" 7-dg INSPECTION AFFIDAVIT E L-t SSA A (< UZA k , licensed as a (n) (Print name and circle License Type) FS 468 Building Inspector License #: 3 2_7 3 '7 7 Engineer / Architect, On or about , I did personally inspect the roof deck nailing and/or (Date & time) secondary water barrier work at c ZW ME g8Tai GT FT (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this )7T day of S-e)p °m be 2008 Notary Public, Sate of Florida at Large 6-11 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection ja�d'Y °oq Notary Public State of Florida Tamara L Cook d My Commission DD732683 ?opp,00 Expires 01/25/2012 PERMIT # 'ZAK RDDPIPM. Ira= RP CI 1\0 Sra -irvt -1110 DATE. ' g-17-0 U JOB ADDRESS: 61111- M E 9 S TA ET ENHANCED NAILING PATTERN FOR FLAT ROOFS The flat roof at the above address will be nailed in accordance to the City of West Palm Beach Department of Construction Services requirements and current building code requirements. ZONE III Entire Perimeter and Corners: *Tagged 4 inches on center on edges and in field with a minimum 4' edge strip and corner zone. Melissa Kuzak Qualifier Kuzak Roofing, Inc. License # 1327377 ilsrpos of Oonroorolei & nti& Roofing & Repairs 14El Ailendrie Rest Watt Palm ice. VI VIM tiff• Mite, Vi - Fet wei)vizelle ktenkroolimeswriiinknol Svrvklg Patin Beach Oolady 1"98