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RF-09-114w Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: March 05, 2009 Inspector: Rodriguez, Jorge Owner: GAVIRIA, JAIRO Job Address: 615 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: A PERFECT SEAL ROOFING INC Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile/Flat Phone Number Parcel Number 1132060171850 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 104825. UP LIFT REPORT MISSING. P.E SEAL March 04, 2009 Page 4 of 12 FLORIDA INTERNATIONAL ENGINEERING & TESTING IAB INSIGHT .INN OVATION • INTEGRATION 16701 Southwest 117th Avenue • Miami, Florida 33177 Phone: (305) 378 -1991 • Fax: (305) 378 -1997 ON -STYE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH MIAMI -DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106 No SITE SPECIFIC INFORMATION Owner's Name: dakt 64 i elak " Job Address: % i 4 , ,' 3' ; , 4 , ' , - Roofing Contractor: `�_ �.- _ = .' ' • Type of Tile: G w, 4 6%,44,4-4 Date Installed 2r 9 Approximate Roof Height: to feet Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: -z APO ft2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument Date:` 2 9 828 Permit # it P u4 f °12 TEST RESULTS P = PASS, F = FAIL Test [ ovation 1 ,tlp I Test {P or / Test Location 7 , P or 1 _% Test Locatio 51 :llplifl Pt At Test {P tr }= a t Lor ion 76 Uplift Pull Toot {P Or' 2 G: 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 - -- 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 _ 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 A 72 97 23 48 `✓ 73 98 24 49 74 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: Vlnayagar M. Balalvlshnan V. P. E. LIc# 63107 Miami -Dade Lab Certification # 07- 0612.11 State of FL Certificate of Authorization # 27273 6t 1\414.m.c QI• tlx: Sketpb of Roof F F F f T 1 iausiiiii umeniiiii umuum l e _a�.. 1111111111111MAULOWIll El IrrAr ACM IIc IVCS INIMINIZIMIlV allMur s,,sumi►v Sri MINIMUIP:1 ""4-41110114101111M111 ezipp 110411diraMMILWIEUismarink _ einurinia 1 II I H i 1 I 1III J Notes Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: February 05, 2009 Inspector: Rodriguez, Jorge Owner: GAVIRIA, JAIRO Job Address: 615 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: A PERFECT SEAL ROOFING INC Permit Type: Roof Inspection Type: Renailing Affidavit Work Classification: Tile/Flat Phone Number Parcel Number 1132060171850 Building Department Comments tl Passed '''RZ Inspector Comments 0_61-, ,, � Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 04, 2009 Page 1 of 1 A.kuvo. Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. t_ J� — 114- BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) t/4/1e0 6.09vi.e1'' Phone # Owner's Address 6/S NE ,77* NMOrgniMil JAN 2 6 1uu Master Permit No. City /114.9-N; s State -74. Tenant/Lessee Name y!/ /A Zip 53/3 e Phone # Job Address (where the work is being done) City Miami Shores Village /5 /VE- County ?7" sr Miami -Dade FOLIO / PARCEL # 11- - /850 Zip 33/3 8 Is Building Historically Designated YES NO X Contractor's Company Name A FiAA Contractor's Address 79 1)5 / k/ /Pt' 5T City /y/ / State -r -C- Zip 33i(4 Qualifier Name /22LYAil i€/1//9-/VI)e Phone # .V47.9 - /SS State Certificate or Registration No.d62d /344133 Certificate of Competency No. Phone # (c) 4??— Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /91 200. Square / Linear Footage Of Work: Type of Work: ['Addition DAlteration ['New Describe Work: 4 -1 OF T L_ 4 rt.47- ROOF' 776ES f,' BO/ 4.7- OP CAP &—r. {0Db Repair/Replace ❑ Demolition 1.1,5 7 LE CC® j 9 2 6 Submittal Fee $ 5D 'CO W * ** ** * * * ** *** ** *** * ** * *** ******* Fees****** * ** ** * ** ********* ********** **** *qua ** ** tea Permit Fee $ Notary $ Training/Education Fee $ 4400 CCF $ pc'l %V Technology Fee $ Scanning $ C {0 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ - n 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 noti e of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is sued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged 411. Signature ( x) ` . . - - ' Signatur — oOwne r Agent The foregoing instrument was acknowledged before me this7&/ The foregoing day of0/7OO7 , 20 d f, by �mr® 6�. ///7 , day of 4'/m AZ' who is personally known to me or who has roduced who is person & 160- eO W- 256- °As identification and who did take an oath. NOTARY P Sign: Print: My Commission Expi IC: DAIMARY BONY MY COMMISSION #DD411824 EXPIRES: MAR 27, 2009 Bonded through 1st State Insurance Contractor as acknowledged before me this ow.,, 20�✓ , by /2 'V'! e/i 4V2i eZ ly known to me or who has produced as identification and who did take an oath. NOTARY Sign: Print: P BLIC: A P DAIMARY BONY MY COMMISSION #DD411824 EXPIRES: MAR 27, 2009 Bonded through 1st State Insurance s: ea/ frio, My Commission Expires: .27 *********** a*************************************************, t***********a ***** aa,t*** * *** ***************** APPLICATION APPROVED BY: (Revised 07/10/07) ap/ Plans Examiner Engineer Zoning Feb 02 2009 10 :16RM HP LASERJET FAX 3054771576 p•2 4, NOTICE. OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON IRE JOS SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.i1. 3206 -017 -1850 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. 1111111111111111111111111111111111111111111 CFht 201019R005 315462 DR Bk 26728 Ps 2718; (fns) RECORDED 01/26/2009 09 :10:39 HARVEY RUV'INr CLERK OF COURT MIAMI-DADE COUNTY r FLORIDA LAST PAGE Space above reserved for use of recording attics 1. Legal description of property and street/address: Miami Shores Sec4 AMD, PB 15-14, Lots 13 & 14, Bik 101, Lot size 100.000x130 - 615 NE 97th Street Miami Shores, Florida 33138 2. Description of improvement re -roof tile & flat 3. Owner(s) name and address: Jairo Gaviria - 615 NE 97th Street Miami Shores, Florida 33138 Interest in property: owner Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: A Perfect Seal Roofing, LLC. (305) 477-f554 7905 NW 66th Street Miami FL 33166 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ B. 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, address and phone number: 8. In addition to himsetf, Owners designates the folio 713.13(1)(b). Florida Statutes. Name, address and phone number: STATE Or flORIDA, COUNTY OF DADE of the HARVEY E. 4 • A'D 20 9. Expiration date of this Notice of Commencement: 'n Section (the expiration date Is 1 year • '� date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF FI E NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA ST AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR N F COMMENCEMENT. Signetu�`e( By (x) Print Na rii® Jairo Gavin Title/Otflosowner STATE OF FLORIDA COUNTY OF MIAMI -DADE Owner( aT -r(sZ. Authorized Officer/Director/Partner/M ager By 1Uis Pr 40 1t a VcA Ajl CIO S7— /-fami FL _ The foregoing instrument was acknowledged before me this 20th day ofJanuary . 2009 By Jairo Gaviria Cl Individually, or u asowner for 61., i 97th Sir 1] Personally known, or produced the following type of !dent ' •- '� %� Signature of Notary Public: r "1/0•71r Print Name: (SEAL) t Miami Shores, Florida 33138 Co -D Zr/iue.'`s t.te�is2 VERIFICATION PURSUANT TO SECTION 92,525, FLORIDA STATUTES Under penalties of perjury, I declare that f have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. Signature(e) of Owner(e) or Owner(sys Authorized Offloer/Direotor/Partner By By 12841.82 PAGE* 11/07 ..- ONPAM-7f GORY MY COMMISSION #01)411824 X?il1ES' MAR 27, 2Y19 ry Fiw Nf�:.r` ii:lflOec' n.ou ti l •I State Inswance Mame ,S67,e4 V lage 'P 2,04 ztareat 10050 NE 2nd Ave* Miami Shores, Fl 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 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2 "d Ave Miami Shores, Fl 33138 c>ir� tc,/.rt Re: Owner's Name: Date: //6/0/ Property Address: /5' AV6 97' Roofing Permit Number: Dear Building Official: I o;"0 60a®1� 5hore., 2 33 /38 certify that I am not required to retrofit the roof to wall J 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 • rovisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says th property mentioned. Sworn to and subscribed before me this cP�. g41/ i he is the contractor for the above day of \ z-a41 2651 OAIMARY BORY Notary Public, Sate of Florida at Large MY COMMISSION #00411824 xf -forks MAR 27 2009 *When the just valuation of the structure for purpose of ad val • rem taxation is equal to or more than $300000 07 11d egbail�[ y, jlot FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall conne on nstructed with itigation. Maid SdowitViatife :'e4 Defuvrri 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com RE: Permit # DATE: x//22 /20 9 / f% / €/?`? 2 /1 /2. Z y (Print name and circle License Type) FS 468 Building Inspector INSPECTION AFFIDAVIT , licensed as a (n) Contractor / Engineer / Architect, License #: 00--e-A5a6 £33 On or about 0/22 D i , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at 6/5' /E 97 5T /1. ,z She/e6. ?L 83/36' (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mi ation Retrofit Manual (Based on 553.844 F.S) Tarr State oflorida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this c/a? Notary Public, Sate of Florida at Large ad day of </a /2ua DAIMARY 8ORY MY COMMI00ION #0041182' -S: MAR 27, 2009 Bonded through 1st State Insurance *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 Miami-Dade My Home My Home Lir Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator l'J Portability S.O.H. Calculator Summary Details: Folio No.: 11-3206-017-1850 Property: 615 NE 97 ST Mailing JAIRO GAVIRIA &W Address: OMAIRA Living Units: 615 NE 97 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138-2470 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2, 563 Lot Size: 13,000 SQ FT Year Built: 1966 $25,000/ $172,484 MIAMI SHORES SEC Legal AMD PB 15-14 LOTS 13 Description: & 14 BLK 101 LOT SIZE 100.000 X 130 OR 12970-1049 0786 1 Sale nformation: Sale 0/R: 129701049 Sale Date: 7/1986 Sale Amount: $125,000 Assessment Information: Exemption Information: Year: 2008 2007 Land Value: $398,930 419,98 Buildin. Value: 777.Z, 298,311 Market Value: $697,241 718,291 ssessed Value: $197,484 .;• Exemption Information: Year: 2008 2007 Homestead: $25,000 $25,000 2nd Homestead: YES NO Taxable Value Information: Year: 2008 2007 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $147,484 $25,000/ $166,733 County: $50,000/ $147,484 $25,0001 $166,733 City: $50,000/ $147,484 $25,000/ $166,733 School Board: $25,000/ $172,484 $25,000/ $166,733 Additional Information: Page 1 of 2 MIAMI.DADE ACTIVE TOOL: SELECT Digital Orthophotography - 2007 My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I About I Phone Directory I Privacy I Disclaimer 114ft 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 rights County. All reserved. http://gisims2.miamidade.gov/myhome/propmap.asp Legend Property Boundary Selected Property Street e# Highway Miami-Dade County Water 1/27/2009 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 20 h- Velocity Hurricane Zone Uniform Permit Applicatio SY�_ Section A (General Information); 'Master Permit No. Process No. Contractor's Name 19- 12e)6C4/U6, : # 1 u k- Miami Shores Village APPROVED BY DATE 4 ZONING DEPT Fo � BLDG DEPT if/ig g, SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Job Address 60/6 'V ,7T# ST it-//a,77; 5ho o-L 33138 ROOF CATEGORY Iti--Low Slope ❑ Mechanically Fastened Tile ortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ■ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ R -pair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ).26,0 .2790 4000 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflo scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 15.32 • • •••• •..... •• • 000000 • • •••••• • • • • 1/••••• • • • g? �sX• • om•o••• FLORIDA BUIL®lIN 40DE — BUDING • •• • • S•.••• • Owner's Notification Forin "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofmg permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the o 1 d the contractor. The owner's initial in the adjacent box indicates that the item has been explained. HMO g1. Aesthetics-Workmanship: The workmanship provisions of Cha p ter 15 (High � Veloci tY Hurricane Zone e for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be : •. 'ssed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Buis Code. (The roof deck is usually concealed prior to removing the existing roof system). MUM 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units' e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or ould notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be view from below. The owner may wish to maintain the architectural appearance, therefore, roofmg nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the op '. • maintaining this appearance. NA5. Ponding Water: The current roof system and/or deck of the building may not dram well and may caus ater to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectan and performance of the new roofing system. Ponding conditions may not be evident until the original ro •. e .. ystem is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance wi h ' Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of theystructural assembly (the building itself). The existing amount of attic ventilation ghaa•not bexigced. It may be beneficial to consider additional venting which can result in extending the serv1ee lift of* hoof. • • • o : High Velocity Hurrica MIAMI -DADE COUNT Page 1 of 1 e Zone Uniform Roofing Permit Application Form BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Man cturer: IJ.S. Tile Notice of Acceptan I Numbei: 05- 1019.02 Minimum Design P 1: nd Pressures, If Applicable (from RAS 127 or Calculations): 45 . P 2: 95.1 P 3: 95.1 Maximum Design Intl Pressures, (From the PCA Specific system): 38.7 Sloped System Description Roof Slope: 3 "/12" Roof Mean Height: 13 Ridge Ventilation: Method of Tile Attachment: Adhesive, Medium Paddy Polyfoam olypro Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field: Perimeters: Perimeter Width: Come Page 4 Deck Type: 5/8" P1 Alternate Deck Type: ooa Underlayment type: 30# ASTM D226 Type II felt Insulation/Fire Barrier Board: Optional Mailable Substrate: Fasteners: 1.25" R/S nails & 1 -5/8" Tin Caps Cap Sheet Type /Adhesive Type: 90# ASTM D249 w/ hot asphalt Roof Covering: Spanish S Roof Covering Attachment Method: Adhesive medium paddy system Drip Edge Size & Gauge: 3" face 26 ga. I' ?o•c. f'ie{d (b "o.C. 0/Q6 Drip Edge Material Type: Galvinized Metal ,. Drip Edge Fastener Type: 1.25" ring shank coil nails Hook Strip /Cleat ga. or weight N/A • • • • • •• • •••••• • •••••• http : / /www.miamidade.gov/buildin oofing_permiting /section_d_3.html •55• 5 • •••••• • • •• •• ••5••• • • • • • • • • • •• • •••• • • •••• • • 555.5• • • •• • • • • • •• •••• • • • •• • • •••• • • •••• •••5•• • • 000000 • • X55••• • 00000 • • •••••• 000000 • • •5••i• • • 000000 2i /2007 Page 1 of ctiofi E (Tile Calculations) For Moment based tile sy terns##chose either Method 1 or 2. Compare the values for Mr with the values fr • Mf. If the Mf values are greater than or equal to the Mr values, for each aea o the roof, then the tile attachment method is acceptable. Method 1 "M • ent Based Tile Calculations Per RAS 127" P1: 45 P 2: 95.1 P 3: 95.1 x A .378 x A .378 x A .37: -Mg: 5.65 - Mg: 5.65 5.65 = Mn: 11.36 NOA Mf: 38.7 = Mn: 1 30.299 NOA Mf: 38.7 = Mr1: 30.299 NOA Mf: 38.7 Method 2 "S. mplified Tile Calculation Per Table Below" Required Moment of Resista ce (Mt) From the Table Below: NOA Mf: r Required Moment Resistance* Mean Roof in Feet Height High Velocity Hurrican MIAMI -DADE COUNTY Zone Uniform Roofing Permit Application Form UILDING DEPARTMENT ELECTRONIC APPLICATION 25' 30' ctiofi E (Tile Calculations) For Moment based tile sy terns##chose either Method 1 or 2. Compare the values for Mr with the values fr • Mf. If the Mf values are greater than or equal to the Mr values, for each aea o the roof, then the tile attachment method is acceptable. Method 1 "M • ent Based Tile Calculations Per RAS 127" P1: 45 P 2: 95.1 P 3: 95.1 x A .378 x A .378 x A .37: -Mg: 5.65 - Mg: 5.65 5.65 = Mn: 11.36 NOA Mf: 38.7 = Mn: 1 30.299 NOA Mf: 38.7 = Mr1: 30.299 NOA Mf: 38.7 Method 2 "S. mplified Tile Calculation Per Table Below" Required Moment of Resista ce (Mt) From the Table Below: NOA Mf: r Required Moment Resistance* Mean Roof in Feet Height 15' 20' 25' 30' 40' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 412 30.4 32.2 33.8 35.1 37.3 512 28.4 30.1 31.6 32.8 34.9 612 26.4 28.0 29.4 30.5 32.4 - I 712 24.4 25.9 27.1 28.2 30.0 *This Table must be use in conjunction with a list of moment based tile : • •• systems endorsed by th BroWard county Board of Rules and Appeals. • • • • Page 5 http: / /www.rniamidade.gov/buildin roofing _perrniting /section_e_3.htm •...• I..... . • .. •. ...... • I • . . • I . .. • •••.•• •••• • •. • • • •. •.•• • • • •• • • • .•• •••• •..... .. .Ills• • • • ••.... • • ••.•. • • s•.•. ••••.. . : 111'/2007 • I ... MIA Alf ho3 BUILDING CODE COMPLIANCE OFFICE (BC ) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N A) U.S. Tile 11403 NW 39 Street Miami, FL. 33178 SCOPE: This NOA is being issued under the applicab The documentation submitted has been revie Review Committee to be used in Miami Dad Jurisdiction (AHJ). This NOA shall not be valid after the expirati Division (In Miami Dade County) and/or the have this product or material tested for quali the accepted manner, the manufacturer will i revoke, modify, or suspend the use of such pr to revoke this acceptance, if it is determined material fails to meet the requirements of the This product is approved as described herein, including the High Velocity Hurricane Zone. DESCRIPTION: Caribbean 'S' Clay LABELING: Each unit shall bear a penman following statement: "Miami -Dade County Pr RENEWAL of this NOA shall be consider change in the applicable building code negati TERMINATION of this NOA will occur aft materials, use, and/or manufacture of the prod product, for sales, advertising or any other p with any section of this NOA shall be cause f ADVERTISEMENT: The NOA number p the expiration date may be displayed in adve be done in its entirety. INSPECTION: A copy of this entire NOA s and shall be available for inspection at the job This NOA consists of pages 1 through 6. The submitted documentation was reviewed by A1exTigera. 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 rule and regulations governing the use of construction materials. ed by the BCCO and accepted by the Building Code and Product Comity and other areas where allowed by the Authority Having n date stated below. The Miami -Dade County Product Control (in areas other than Miami Dade County) reserve the right to assurance purposes. If this product or material fails to perform in ur the expense of such testing and the AHI may immediately uct pr material within their jurisdiction. BORA reserves the right Miami -Dade County Product Control Division that this product or pplicable building code. d lilts been designed to comply with the Florida Building Code, t label with the manufacturer's name or logo, city, state and uct 'Control Approved ", unless otherwise noted herein. after a renewal application has been filed and there has been no ely affecting the performance of this product. the expiration date or if there has been a revision or change in the ct or}process. Misuse of this NOA as an endorsement of any ses'shall automatically terminate this NOA. Failure to comply terry ination and removal of NOA. ed by the words Miami -Dade County, Florida, and followed by sing literature. If any portion of the NOA is displayed, then it shall 1 be 'provided to the user by the manufacturer or its distributors 'te at`the request of the Building Official. • • • • • •• • •••••• • •••••• ••••• NOA No.: 05-110502 Expiration Date:441 111 Approval Date:443 6 P:314146 • • • • • • •• • • • •••• • • •••••• • • •• • • • • • •• • •••• • • •• • • • • •••• •••• • •• • • • •••••• • • • •.•... • • 000000 • • ••••• • • ••.•• •••.•• • • • •••• •• • • •••••• • • ROOFING ASSEMBLY APPROV Category: Sub - Category: Material: Deck Type: 1. SCOPE This approves a new roofmg syste usin "Caribbean 'S' Clay Tile" as manufactured by U.S. Tile and described in Section 2 of this otice of Acceptance. For locations where the pressure requirements, as determined by a • licable Building Code does not exceed the design pressure values obtained by calculations in ompliSance with RAS 127 using the values listed in section 4 herein. The attachment calculatio shall be done as a moment based system. Roofing 07320 ' . ofing Tiles Clay Wood 2. PRODUCT DESCRIPTION Manufactured by (Test Applicant Dimensions Specifications Caribbean 'S' Tile N/A ASTVi C1167 Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. T ASTM C1167 Ide tifier U' T-003;02-01 7161-}03 ppendxx III Lette Dated Aug. 1, 1994 647 -01 25 -7 P0402 94 -0$3 94-0$4 (3, 6 & 9) Product Description High profile clay roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report ASTM C 1167 Static Uplift Testing PA 102 & 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 Date Sept. 2005 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 • Oct. 4994 . • ...... •••••• NOA No.: • •19 02 Expiration Date: 04f1341 Approval Date'$443/06 • • •••• • • •..•.. • • •• • • • • • •• •••• • . • •• • P�gera6 • • •l•• • • • • • • • • •••• • •• • • • •S..•• • • • ••S••. • • :••S.. • Sell. • •SS..• •SS••• • • ••S•.. • • •..1.. • • The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. 3. • LIMITATIONS 2 2 25 - 712041 & 2) -7183-0 & 4) 214 -( , 4, &7) 25 -784 -4 3.1 Fire classification is not part 3.2 For mortar or adhesive set accordance with PA 106. 3.3 Applicant shall retain the se quarterly test in accordance Building Code Compliance 3.4 Minimum underlayments s Standards listed section 4.1 3.5 30/90 hot mopped underla unless stated otherwise by th 3.6 This acceptance is for w compliance with chapter 29 52011.1-3 20191 -2 -1 alculations of thislacceptance. '1e applications, a static field uplift test shall be performed in ices pf a Miami -Dade County Certified Laboratory to perform 'th PA 112, appendix 'A'. Such testing shall be submitted to the ce ffor review. be in compliance with the applicable Roofing Applications ein. ent applications may be installed perpendicular to the roof slope unde{layment material manufacturers published literature. deck applications. Minimum deck requirements shall be in f the SFBC. Static Uplift Testing Nov. 1994 PA 102 Static Uplift Testing Feb. 1995 PA 102 Static Uplift Testing March, 1995 PA 102 Static Uplift Testing Sep. 1996 PA 102 Static Uplift Testing Dec. 1998 PA 101 Static Uplift Testing March 1999 PA 101 Aerodynamic Multiplier March 1999 • • • • •• • •••••• •••• ►• • •••* • NOA No.: 05- t6f9.02 Expiration Date: 01141 Approval Date34/13 /06 Pre31f6 • • • •• • • • • • • 000000 • • •• • • • • • •• •••• • • • •• • • •••• • • •••• • .• • • • 000000 • • • 000000 • • 000000 ••••• • • ••... •••••• • • ••••.. • • • •••••• • • 4. INSTALLATION 4.1 U.S. Tile Co. and is components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment culations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length-1(ft) Width -w (ft) Caribbean 'S' Tile 8.3 1.54 1.02 Table 2: Aerodynamic Multipliers - A (f i3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application Caribbean 'S' Tile 0.349 0.378 Table 3: Restoring Moments due to Gravity - Mo (ft-lbf) Tile 3":12" 4 ":12" 5 0:12" 6 ":12" Greater than Profile 7 ":12" Caribbean 'S' Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Tile Deck Deck Deck Deck Deck N/A 5.65 N/A 5.54 N/A 5.41 N/A 5.25 N/A 5.09 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft lbf) for Nall-On Systems Tile F Fastener Type D Direct Deck D Direct Deck B Battens Caribbean 2 2 -10d Ring Shank h ails 2 28.6 4 41.2 N N/A Table 2: Aerodynamic Multipliers - A (f i3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application Caribbean 'S' Tile 0.349 0.378 Table 3: Restoring Moments due to Gravity - Mo (ft-lbf) Tile 3":12" 4 ":12" 5 0:12" 6 ":12" Greater than Profile 7 ":12" Caribbean 'S' Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Tile Deck Deck Deck Deck Deck N/A 5.65 N/A 5.54 N/A 5.41 N/A 5.25 N/A 5.09 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft lbf) for Nall-On Systems Tile F Fastener Type D Direct Deck D Direct Deck B Battens Caribbean 2 2 -10d Ring Shank h ails 2 28.6 4 41.2 N N/A 1 -10d Smooth or Screw 5 5.1 6 6.8 N N/A 2 -10d Smooth or Screw 6 Table 3: Restoring Moments due to Gravity - Mo (ft-lbf) Tile 3":12" 4 ":12" 5 0:12" 6 ":12" Greater than Profile 7 ":12" Caribbean 'S' Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Tile Deck Deck Deck Deck Deck N/A 5.65 N/A 5.54 N/A 5.41 N/A 5.25 N/A 5.09 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft lbf) for Nall-On Systems Tile F Fastener Type D Direct Deck D Direct Deck B Battens Caribbean 2 2 -10d Ring Shank h ails 2 28.6 4 41.2 N N/A 1 -10d Smooth or Screw 5 5.1 6 6.8 N N/A 2 -10d Smooth or Screw 6 6.9 9 9.2 N N/A 1 #8 Screw 2 20.7 2 20.7 N N/A 2 #8 Screw 4 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft lbf) for Nall-On Systems Tile F Fastener Type D Direct Deck D Direct Deck B Battens Caribbean 2 2 -10d Ring Shank h ails 2 28.6 4 41.2 N N/A 1 -10d Smooth or Screw 5 5.1 6 6.8 N N/A 2 -10d Smooth or Screw 6 6.9 9 9.2 N N/A 1 #8 Screw 2 20.7 2 20.7 N N/A 2 #8 Screw 4 43.2 4 43.2 N N/A 1 -10d Smooth or Sc -ew 2 23.1 2 23.1 N N/A 1 -10d Smooth or Sc ew 2 29.3 2 29.3 N N/A 2 -10d Smooth or Sc ew 2 27.6 2 27.6 N N/A 2 -10d Smooth or Sc ew 3 38.1 3 38.1 N N/A • 2 • • 2 -10d Ring Shank Nails' 33.1 48.1 -.. • • ••• •.•... • • • • • •• •..... • • .... • • • • 000000 : NOA•1Q9 105 -1019 • • .5... • Expiirati4on�,i (,e: 04/13�f1 • . •. •.. Approitai Date: 04/13/08 .' • 4o>'S•. •••••. • . •. ••.. • • 00000 .. • • . • • Table 5: Attachment for Two Resistance Expressed as a Moment M1 (ft-Ibf) Pattr Adhesive Set Systems Tile Profile Minimum Attachment Resistance ; Tile Application ! Minimum Attachment Resistance Caribbean 'S' Tile Polyfoam PolyproTM Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average Polyfoam Product, inc. Average weight weight per patty 10.7 grams. per patty 8 grams. Table 5A: Attachment Resi nee Expressed as a Moment - Mt (ft-ibf) for Sing e P Adhesive Set Systems Tile Profile Tit Application Minimum Attachment Resistance Caribbean 'S' Tile Polyfoam PolyProTM 66.5' Polyfoam PolyproTM 38.7° 3 Large paddy placement of 63grams of PoiyPr'im. 4 Medium paddy placement of 24grams of PolyProm'. Table 58: Attachment esis4nce Expressed as a Moment - Mi (ft ibf) or Mortar Set Systems Tile Profile Tile "Application Attachment Resistance Caribbean 'S' Tile Mortar Sets 24.5 5 Tile -rite Roof Tile Mortar. 5. LABELING 5.1 All tiles shall bear the imp following statement: "Mi 6. BUILDING PERMIT REQ 6.1 Application for building 6.1.1 This Notice of A 6.1.2 Any other docnme order to properly e t or identifiable marking of the manufacturer's name or logo, or -Dads County Product Control Approved ". NTS t shall be accompanied by copies of the following: tanc required by the Building Official or applicable building code in aluatt the installation of this system. • • • .• 000000 • •.•••• •••• • NOA No.: Ob11329.02 Expiration Data:* 1 Approval Datk! i + gagt it of 6 • • • • • • • •• • • • •••• •••• • • 000000 • • •• • • • • • •• Si.. • • • •• • • • • 4141•• •••• • • • • • • •••... •� .••... • • 00000 •.••• • • 00000 •.•..• • • 41•••41• • • • 000000 • • PROF9ILE DRAWING 12 5I8° 0 3° 12° 3° 18• END OF TILLS ACCEPTANCE .... • • • • • •... 000000 • • • •..... • • • • • ••..•• •• , •....o • • • • NOA No.: OO:1.00.02 •• • • • • Expiration Datei 152n . • •. • •. i • • • Approval Date „0411t106 • •• ... o:. • ••.. • • • • • ••.•.. ••• , , •••.. • • • • .• ••••.I • • • • • MIA M I DARE BUILDING CODE COMPLIANCE OFFIC + (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N t A) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the ap, licable 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 Mia Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 This NOA shall not be valid after the e AHJ (in areas other than Miami Dade assurance purposes. If this product or the expense of such testing and the material within their jurisdiction. BCC that this product or material fails to me This product is approved as described Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be con change in the applicable building code TERMINATION of this NOA will o materials, use, and/or manufacture of th product, for sales, advertising or any of with any section of this NOA shall be c ADVERTISEMENT: The NOA num the expiration date may be displayed in be done in its entirety. INSPECTION: A copy of this entire N and shall be available for inspection at t This NOA renews NOA No.01- 0521.02 The submitted documentation was revie piration date stated below. The BCCO (In Miami Dade County) and/or the ounty) reserve the right to have this product or material tested for quality terial fails to perform in the accepted manner, the manufacturer will incur may immediately revoke, modify, or suspend the use of such product or reserves the right to revoke this acceptance, if it is determined by BCCO the requirements of the applicable building code. rein, and has been designed to comply with the High Velocity Hurricane dered after a renewal application has been filed and there has been no egatively affecting the performance of this product. ur after the expiration date or if there has been a revision or change in the product or process. Misuse of this NOA as an endorsement of any r purposes shall automatically terminate this NOA. Failure to comply use for termination and removal of NOA. er preceded by the words Miami -Dade County, Florida, and followed by dvertising literature. If any portion of the NOA is displayed, then it shall A shall be provided to the user by the manufacturer or its distributors job site at the request of the Building Official. d consists of pages 1 through 7 ed by JRrge L. Acebo. •••• • • •'• • ••••' •• • 5555•• •••••• • • •••••• • •••• NOA Ni►o:•4I201.01'• •• Expiration Dpij.055 /10 /i f • • Approval jitg •G4 /13/06 • • • •••rage 1 of 7'• • • ' • • • •••• • ••'• 5••55 •f • • • •• 55.55• • • • •5.5.5 • • •55.55 • • •5.5• • • ••••• •••••• • • • ••55•• • • ••5.5• • • • • • ROOFING ASSEMBLY APPR Category: Roo Sub Category: Roof Materials: Pol SCOPE: This approves Polypro® AH160 of this Notice of Acceptance. For applicable building code, does not compliance with Roofing Applicati profile roof tiles system using Pol moment based system for single pa PRODUCTS MANUFAC Product Dime Polypro® AH160 N/ Foampro® RTF 1000 ProPack® 30 & 100 PRODUCTS MANUFAC N/ N/ Any Miami -Dade County Product list moment resistance values with PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: The physical properties li by accepted ASTM test VAL: g ile adhesive ethane manufactured by Polyfoam Products, Inc. as described in Section 2 e locations where the design pressure requirements, as determined by xceed the design pressure values obtained by calculations in n Standard RAS 127, for use with approved flat, low, and high ro® AH 160. Where the attachment calculations are done as a ty placement, and as an uplift based system for double patty systems D BY APPLICANT: ons Test Product Description Specifications TAS 101 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment D BY OTHERS: ontrol Accepted Roof Tile Assembly having a current NOA which e use of Polypro AH160 roof tile adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% ted above are presented as typical average valuel as determined. • • thods and are subject to normal manufacturing v'tatdon. •••••• • •••••• • • •••••• • • •••• •• • • • • • • •••• • •• NQA Na.06- 0201. ®$ • • Expiratigif Date: 05/0111 • Approoel Date: 04/13/06 • 2'age ,f. • • • • •••• • • • • • •• •. • • • • •••••• •• • 555.•• • • •000.0 • • 0005• • • 00000 •5•••• • • • •.5••• • • 505.5• • • EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Fire classification is not part o rating. 2. Polypro® AH 160 shall solely 3. Minimum underlayment shall 4. Roof Tile manufactures acqu their tile assemblies shall test 5. Roof Tile manufactures acqu their tile assemblies shall test r 2 F= Test Identifier #94 -060 257818 -1 PA 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 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report Date TAS 101 04/08/94 TAS 101 12/16/96 SSTD 11 -93 10/25/95 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 TAS 114 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 03/02/99 this acceptance. Refer to the Prepared Roof Tile Assembly for fire e used with flat, low, & high tile profiles. in compliance with the Roofing Application Standard RAS 120. g acceptance for the use of Polypro® AH 160 roof tile adhesive with accordance with TAS 101. g acceptance for the use of HANDI -STICK roof tile adhesive wig • • accordance with TAS 101 with section 10.4 as modified herein? • • • • • • • • • • • • • •• • w •••••• • •••••• •••• •• • • • • • • •••• • 0• NOA•118.: p6- o2o•111o2 • • Expiration Mite: o5/10i11 Approve lft {: 04/13/06• • Page 3pfi"•• • • •••• • • • • • •• •• • • • • • • •• • 5555•• • • •..••• • • •.•.• • • ••5055 • • •..•.• • • • • INSTALLATION: 1. Polypro® AH160 maybe us resistance values with the u 2. Polypro® AH160 shall be a corresponding Placement De the use of Polypro® AH160 based system, to meet or exc County Roofing Application tile assembly NOA 3. Polypro® AH160 roof tile a Roofing Application Standar Instruction and Maintenance 4. Installation must be by a Fact Products, Inc. Polyfoam Prod having jurisdiction. 5. Calibration of the Foampro® with any roof tile assembly having a current NOA that lists uplift of Polypro® AH160. lied in compliance with the Component Application section and the is noted herein. The roof tile assembly's adhesive attachment with hall provide sufficient attachment resistance, expressed as an uplift the uplift resistance determined in compliance with Miami -Dade tandards RAS 127. The adhesive attachment data is noted in the roof esive and its components shall be installed in accordance with RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating ooklet. ry Trained 'Qualified Applicator' approved and licensed by Polyfoam cts Inc. shall supply a list of approved applicators to the authority 'spensing 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- e timer shall be set to deliver 0.0175 to 0.15 pounds per tile as other settings shall be approved. lied with Foampro RTF1000 or ProPack® 30 & 100 dispensing 1.15 (A): 1.0 (B). The dispen determined at calibration. N 6. Polypro® AH160 shall be equipment only. 7. Polypro® AH160 shall not b 8. Tiles must be adhered in fres Polypro® AH160 has been di 9. Polypro® AH160 placement Details' herein. Each generic exposed permanently to sunlight. y applied adhesive. Tile must be set within 2 to 3 minutes after nsed. nd minimum patty weight shall be in accordance with the Placement ile profile requires the specific placement noted herein. Table 1: Adhe ive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) s) Two Paddy Weight per paddy Mina (grams) Flat, Low, High Profiles #1 N/A High Profile (2 Piece Barrel) 1 #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles 1 #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro® AH160 containers BUILDING PERMIT REQU As required by the Building Official installation of this system. hall comply with the Standard Conditions listed herein. MENTS: r applicable building code in order to properly evaluate the • •••• • • .••• • • 000000 • • •••• •• • • • • • • •••• • •• NOA•iI8I:16420402• ExpiratibA Date: 05/10711 Approvr IV* 04/13/06. • Page 4 oi`r • • • •••• • • • • •• •• • • • • •.5..• • • 1 •.•••• • • O 00000 • • • 55.1 • • ••.•• • •• •.•••• • • 5111.. HESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nag through plastic cement _ I&neath Tita) Uaderieyment INail through plastic cement • • • • • •• • • •••••• ••. • • • •••• • • •••••• • • •••• •• • • • • • •••• • •• •••••• • • •• • •• •••••• • • • •••• • • • • •••• • • • • •• •• • • • • ••. • •••• • • • •• • • nderlayment \ / I(Beneath TNW I U • • 0000 • • • • • • • • • • • • HESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) Faye Closure Eave Course •••• • • • •••• • • • • • • • •• • • • • 000000 • •••.•• • • •••• •• • • • • • • •••• • •• • • 000000 • • ••••• • • NOVI tIt ::06 -0241• a3 • • • ?age 6•o .. • • • Expiratidn Date: 05/10'/f1 • Approtanne:04 /13/0e • iy ' • • •.•. ••• • • • •• • • • • Nail through plastic cement ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY PatNy (between tile) Paddy (under tile) Single paddy under the Single paddy between tile Zln.x7 in. medium size paddy ewe course only 3 in. x3in. Single paddy on under- lament - Single paddy under tile Single paddy on top of tile Eave course 2 in. X7in. medium gm paddy eave Fascia course only Nail through t'lastic cement Single paddy under tile Single paddy between tile ter 3in.x3in. Single Paddy on underlayment �*a� Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 in. medium Fascisize paddy eave course only END OF THIS ACCEPTANCE • • • • • •• • .•.••• •••• • • •••• • • • • • 000000 5555 •• • • • • •••• • •• NOA71184 06-025 Expirati6n !late: 05/1V11 Apprc it pie: 04/13/0$ • *Page Z bf 9' . • • 55•• • • • .5 •• • • • • • . • • • • • • • • ...... • • •....• High Velocity Hurricane Zone Uniform Permit Application Form 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. OAF NOA No.: 03 -05-01 . cie$ Design Wind Pressures. From RAS 128 or Calculations: Pmaxl: Pmax2: ea• Pmax3: /24/' Max. Design Pressuret6fr6Lhe Specific NOA System: Deck: Type: 7'lywo®C / % Gauge/Thickness: 5,4 Slope: 1-1/2 t i e Anchor/Base Sheet & No. of Plv(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation FastenedBondeig Material: Top Insulation Layer. Top Insulation Size and Thickness: • Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 4175 e l ply Base Sheet Fastener/Bonding Material: / /.26"■€/5 /✓ai/s `vl ! -6// 77n Cr pS Ply Sheet(s) & No. of Ply(s): / u1 2Y, ..ia/ee. Ply Sheet FastenerBonding Material: ,417M type Top Pty: Oh F 8a,e e/ - Top Ply Fastener/ Bonding Material: t967N haft ...02 Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: 9 " oc (0 Lap. # Rows z, ©9 ' oc , Perimeter: b• " oc @ Lap. # Rows °T @ ' oc Corner " oc @ Lap. # Rows b @ ' oc Number of Fasteners Per Insulation Board Field Perimeter Corner 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. Parapet Heioht /4, • .' 6713F Irey e'a- [tet ed I,2 P�s 11czik 4 t-,1 •i�l ""Qc4F 144W,gWes rrinled on ___ X6extivcdniz , A • • .•. —ref ref I24 n d•'taP P......• 4"APsi! ••.•• • • • �. • • •••••• • • • • •..• • • • • • •••• • • • ••• r Mean Roof Height • • ••• • • • • •• • • •• • • • • • •....• • • • • • • • • • • TGFU.R1306 - Roofmg Systems Slip Sheet (Optional): — Red rosi Base Sheet: — One ply Type G2 " Ply Sheet: — One or more plies Ty Cap Sheet: — One ply Type G3 "G 6. Deck: NC Base Sheet: — One ply Type G2 "G Ply Sheet: — One or more plies Ty. Cap Sheet: — One ply Type G3 "GA 7. Deck: C -15/32 Insulation: — One or more layers p perlite /urethane composite, phenolic Base Sheet: — One or more plies T Membrane: — One or more plies "R "Ruberoid Mop Smooth ", "Ruberoid Cap Sheet: — Type G3 "GAFGLAS M 8. Deck: C -15/32 Insulation (Optional): — One or m composite, perlite/urethane composi Base Sheet: — Two or more plies T Ply Sheet (Optional): — One or m Membrane: — One or more plies "R "Ruberoid Mop Smooth ", "Ruberoid M Cap Sheet: — Type G3 " GAFGLAS M: 9. Deck: NC Insulation (Optional): — Perlite, gi Base Sheet: — One or more plies Ty Ply Sheet: — One or more plies Typ Cap Sheet: — Type G3 " GAFGLAS Mi Surfacing: — "Fireshield MB ", 2.5 - 10. Deck: C -15/32 Insulation (Optional): — One or m composite, perlite /urethane composit Ply Sheet: — Three or more plies Ty Cap Sheet: — "EnergyCap Mineral S 11. Deck: NC Insulation (Optional): — One or m. composite, perlite /urethane composit Ply Sheet: — Two or more plies Type Cap Sheet: — "EnergyCap Mineral Su 12. Deck: NC Base Sheet: — One layer Type G2 "G Ply Sheet: — One or more (plies Type Cap Sheet: — "EnergyCap Mineral Su 13. Deck: C -15/32 http : / /database.ul.com/cgi- bin/XYV/ Page 3 of 48 Incline: 1 paper, nailed to deck. FGLAS #75 Base Sheet" (may be nailed). G1 " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". GLAS Mineral Surfaced Cap Sheet ". Incline: 3 FGLAS #75 Base Sheet ". G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". GLAS Mineral Surfaced Cap Sheet ". Incline: 2 rlite, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, 1.0 in. min (offset from plywood joints 6 -in.). pe G1, G2 or G3. beroid Torch Smooth ", "Ruberoid Torch Granule, "Ruberoid Torch Granule Plus ", op Granule" or "Ruberoid Mop Plus Granule ". neral Surfaced Cap Sheet ", hot mopped. Incline: 2 re layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate wood fiber /isocyanurate composite, phenolic, any thickness. G2 or Type G3. plies Type G1. beroid Torch Smooth ", "Ruberoid Torch Granule ", "Ruberoid Torch Granule Plus ", p Granule" or "Ruberoid Mop Plus Granule ". eral Surfaced Cap Sheet ", hot mopped. Incline: 2 ss fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. G2, "GAFGLASS #75 Base Sheet ". G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". eral Surfaced Cap Sheet ", hot mopped. 0 gal. /sq. Incline: 1 re layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate , wood fiber /isocyanurate composite, phenolic, any thickness. G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". ced Cap Sheet ". Incline: 1 e layers perlite, wood fiber, glass fiber, isocyanurate, urethane, periite(1l&!fatiurate wood fiber /isocyanurate composite, phenolic, 2 in. max, • •••• • "' • G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". • • • • • • ced Cap Sheet. •• • •••••• •• •••••• • Incline: 2 FGLAS #75 Base Sheet ". G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". ced Cap Sheet ". • • Incline: 1 • • •••• • • •••• •• • • • • • • •••• • •• • • •• •• •••• • • • •• • •••••• • • • • • • • • •• • . •• • • • •••• • • mplate/LISEXT /1 FRAME /showpage.html ?name =T... 3/27/2007 • • • • • • • • • • • MIAMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION Material Corporation 1361 Alps Road a 'e,NJ07 CE OA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 NIIAMI, 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 requiremen-.s 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 N: GAF Conventional Built -Up Roof System for Wood Deck LABELING: Each unit shall bear . permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer ........ dist:PIM:Mrs and shall be available for inspection ... pection at the job site at the request of the Building Official. � � • This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC •••• •• • • • • • • • •.•• • • •• • • S. •• Sa Exp - a I n Date:llfQ4(Q8 Ap, soovel I e0 nom' .... • • • •• • • • S...... • • • .• • • •.•••. • • Deck Type 1: Deck Description: System Type E (1): 'cally fastened. All General and System Limi ' lions shall apply. Base sheet: GAF #80 UltimaTX{ Base Sheet, STRATAVENT® Eliminator Perforated Nailabl RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS H We1dT & Smooth or RUBEROID SBS Heat -Weld 25 base sheet mech • • ally fastened to deck as described below; Fastening Options: GAFG any of nails an rows 12' (M GAFG any of #14 other ro (Maxim GAFG sheets a fastener field. ( GAFG Drill -T row is in o.c. in (Maxim Any of a and 3" • 9" o.c. at (Maxim GAFG Drill-T row is in o.c. in th (Maxim Ply Sheet: One or #80 Ulti mopping 40 lbs./ Cap Sheet: (Option full mop 20-40 lbs ® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or ve Base sheets attached to deck with approved annular ring shank tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two o.c. in the field. m Design Pressure -45 psf, See General Limitation #7) ® Ply 4 ®, GAFGLAS Flex PIyTm 6, GAFGLAS #75 Base Sheet or ve Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or s and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The s are equally spaced approximately 12" o.c. in the field of the sheet. Design Pressure -45 : neral Limitation #7) Flex PIyTM 'i w ti?± heet or any of above Base hed to deck • • 'roved annular ring shank nails and tin caps at a pacing of 9" O.C. at 72 .... y_ a in two rows 9" O.C. in the aximum Design Pre e 52.5 psi, See neral Limitation #7) #75 Base Sheet or any o a • • ve : ase sheets attached to deck with (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One the 2" side lap. The other rows are equally spaced approximately 9" field of the sheet. Design Pressure -60 psf, See General Limitation #7) ve Base sheets attached to deck approved annular ring shank nails erted Drill-Tec (GAFTITE) insulation plates at a fastener spacing of the 4" lap staggered in two rows 9" in the field. m Design Pressure -60 psf, See General Limitation #7) #75 Base Sheet or any of above Base sheets attached to deck with (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One 2" side lap. The other rows are equally spaced approximately 9" field of the sheet. Design Press eneral Limitation #7) e plies oAEGLAS®.1 - AFGLAS® PLY 6® ply sheet a, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full: • „• f approved asphalt applied within the EVT range ad at a ate of 20 -. Udhered in a • g of approv • as i app ' wi a• i • e ' range, aa i at a ralrgf • • /sq. • • • .. •..... ..•. • • • • • •• •• •• • .....•• • • • ••..•. • • ••.••• • • • • Surfacing: Maximum Design Pressure: (Required if no cap sheet is used) Install one of the following: 1. GAF , pecial Roofing Bitumen with an application rate of 20 lbsJsq with an appli • , tion rate of 1.5 galfsq.; or GAF WEATHER COAT® Emulsion (Ma 305 Fibered Emulsion) with an application rate of 3 gal /sq.; or GAF Pre ' s i Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof • ating Fibered 301) with an application rate of 1.5 gal./sq. 2. Asp i • t flood coat at an application rate of 60 Ibs.sq. ± 20%; plus gravel or slag 'th an application rate of 400 lbs.sq. & 300 lbs. /sq., respectively. 3. Top s • . Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applz . i at rate of 1 -1.5 gal/sq. See F gAbove •••. • • • • .•.• • • • • • •• • • • •••.•• •..•• • • • • • • 000000 •••• •• • • • • • • • •• • •• • • • • •• •• •• WV:: 03-050145 Expiration Mite: 11/ i0$• • Apprrval.Date:10/2 70 •. PSge 19oV}1' • 000000 • • 00000 • • • • • •••• • • • •••• • Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /a" Dens Deck or Va Type X gypsum board is acceptable to be installed directly over the wood deck. Fire classification is not p Directory for fire ratings of 2. Insulation may be installed in Product Control Approval gui approved asphalt applied wi attached using the fastening p 3. All standard panel sizes are asphalt, panel size shall be 4' 4. An overlay and/or recovery foam insulations when the shall be applied using spot mopped 8" ribbons in three r a continuous area of ventila placed every 12' in each rib be at a minimum rate of 121 design pressure of -45 psf. 5. Fastener spacing for insulati 2751bf., as tested in comp as field- tested, are below 275 6. Fastener spacing for mechani on a minimum fastener re a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised f Engineer, Architect, or Re • utilize the withdrawal r calculations in compliance wi 7. Perimeter and corner areas areas. Fastener densities s compliance with Roofing A referred within this NOA, 8. All attachment and sizing of shall conform with Roofing 9. The maximum designed pres field, perimeters, and comers enhanced fastening at enhan (When this limitation is sp be applicable.) 10. All products listed herein s Building Code and Rule 9B- of this acceptance, refer to a current Approved Roofing Materials s product. ultiple layers. The first layer shall be attached in compliance with lines. All other layers shall be adhered in a full mopping of the EVT range and at a rate of 20-40 lbsfsq., or mechanically ttern of the top layer acceptable for mechanical attachment. When applied in approved 4' maximum. and insulation panel is required on all applications over closed cell sheet is fully mopped. If no recovery board is used the base sheet g with approved asphalt, 12" diameter circles, 24" o.c.; or strip ws, one at each sidelap and one down the center of the sheet allowing on. Encircling of the strips is not acceptable. A 6" break shall be to allow cross ventilation. Asphalt application of either system shall ./sq. Note: Spot attached systems shall be limited to a maximum attachment is based on a Minimum Characteristic Force (F) value of with Testing Application Standard TAS 105. If the fastener value, bf. insulation attachment shall not be acceptable. al attachment of anchor/base sheet or membrane attachment is based ce value in conjunction with the maximum design value listed within tener spacing, prepared, signed and sealed by a Florida Registered ed Roof Consultant may be submitted. Said revised fastener spacing stance value taken from Testing Application Standards TAS 105 and Roofing Application Standard RAS 117. comply with the enhanced uplift pressure requirements of these be increased for both insulation and base sheet as calculated in lication Standard RAS 117. (When this limitation is specifically neral Limitation #9 will not be applicable.) rimeter nailers, metal profile, and/or flashing termination designs plication Standard RAS 111 and applicable wind load requirements. e limitation listed shall be applicable to all roof pressure zones (i.e. Neither rational analysis, nor extrapolation shall be permitted foa • • • • pressure zones (i.e. perimeters, extended corners and corners). • • • • tally referred within this NOA, General Limithien 7 will1g4u • •••••• • have a quali • • cordance with tfl2Flbiida. •••• • • • • • • • • • •••• • • •• •••••• •••• • • • •• • a; 03-0501. Expiration Ddte: WSW • Approva Ote:10/23ib'3. • • P4ge 211f2)• • 000000 • • • • • ..•••• • • 00000 •.•••• • 000000 • • •• ••• • . •