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RF-08-707 (2)FLAT TILES RE ROOF ( to i - 6 0 4 / Passed Inspector Comments i ge /c/t_ 444 t A D.44 516/Lf a rc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ntbs Inspection Date: 05/15/2008 Inspector: Grande, Claudio Owner: HUMBERTO PEREZ, JUAN Job Address: 45 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS INC Building Department Comments Wednesday, May 14, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060130550 Lot: Page 2 of 2 R°E: Permit # ( Rr "--1 — D% -1 109 I 'TM/ley K 1 ckflineZ la S4w4'& Wolf Defrvetasear 10050 NE 2 " Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT DATE: 5JJ q ID% , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: On or about 51110K 10:50 Grvi , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at 145 NE '14 M;c icx , {-1 (Complete Job Site Address) Based uponatcamination I have determined the installation was done according to the Hurricane Mitigation Retrofit Mani* (Based on 553.844 F.S) State of Florida County of Dade: *General, Building, Residential, or Roofing Cont Include photographs of each plane of the roof wi inspection permif# and address 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 / • ay of ail Notary Public, Sate of Florida at Large 68 F.S. to make such an inspectio ., marked on the deck for each FLAT TILES RE ROOF </if Passed . Inspector Comments p/A 1 � � 1,19 or: 1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until \t 4 41 Inspection Date: 05/15/2008 Inspector: Grande, Claudio Owner: HUMBERTO PEREZ, JUAN Job Address: 45 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS INC Building Department Comments Wednesday, May 14, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060130550 Lot: Page 1 of 2 FLAT TILES RE ROOF Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 05/28/2008 Inspector: Grande, Claudio Owner: HUMBERTO PEREZ, JUAN Job Address: 45 94 Street NE Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS INC Building Department Comments Tuesday, May 27, 2008 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060130550 Lot: Page 2 of 2 Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number Contractor(s) MIAMI ROOFING SYSTEMS INC Phone Cell Phone Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $9.00 $3.00 $300.00 $9.o0 $7.50 $328.50 Work Cfassftf tfor Rc Phone Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential Total 1 Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: ,(1,L 31ZS) APP 2 PtN Applicant Available Inspections : APPRQ Cell -707 Expiration: 10 /25/2008 45 NE 94 Street Miami Shores Village, FL 1132060130550 Block: Lot: JUAN HUMBERTO PEREZ JUAN HUMBERTO PEREZ 230 NE 104 Street MIAMI SHORES FL 33138- Valuation: Total Sq Feet: $ 15,000.00 Inspection Type: Hot Mop Up Lift Report Tile In Progress Tin Cap Final Roof Nailing Affidavit In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, 1 authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy April 28, 2008 Date Monday, April 28, 2008 1 Me Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address I S ('3 .-e City /Y11 CW4 Shores Tenant/Lessee Name City Miami Shores Village FOLIO / PARCEL # I I -3206 -O t3 -0 550 Architect/Engineer's Name (if applicable) I ' co 4 Value of Work For this Permit $ ,� ` (0 • 3 ' ` 8':" ,40." ,4ti .arro� r 0 Type of Work: . ]o ;aa-e Describe Work: { `'� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notary $ ® — Training/Education Fee $ Scanning $ Radon $ DPBR $ Master Permit No. Electrical Plumbing Mechanical Ai m e. Sa N 4 - e S State F Lo r i a Zip 3313 ? Phone # N / A Job Address (where the work is being done) 4 S N •E q y sr Phone # 3oS 2 15 - 1 39 Permit No.I QS ~ 7 County Miami -Dade Zip 33 3 $ Is Building Historically Designated YES NO Contractor's Company Name 1 "taws, ` 6141 51c4 N 33 C Phone # 6 5 -S 5 St? Contractor's Address 66 7 i•.1 • (A f 1(� t 5 City M C4' •S State PL• da. zip 33/50 Qualifier Name 3 to i€41- i2- ma 2T 1 U 1✓Z Phone # 3o5 7S/ -SS Sit State Certificate or Registration No. C t� l.r 0 Si" 32 2.. Certificate of Competency No. [New re. �� r Bond $ Code Enforcement $ Double Fee $ Phone # Square / Linea Footage Of Work: c7 41110 f. / );C:4 1Qc. —` -^`e 7 Repair/Regi ,. -, * * ** *** *, * *, * * * * *** * * * **** ****** * * * * *** F ** *, * *** *, * *, ** * * * ** * * *** **** * * ********* ** Submittal Fee $ Permit Fee $ ' 300 4 i• . CCF $ 3.00 I' CO /CC Technology Fee $ Zoning Structural Review. $ Total Fee Now Due $ 52z - See Reverse side --+ p 77-7 37 ? PR 1 8 &JOB Li B Y. Roofing "a ��; - + tion 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 ap roved and a reinspection fee will be charged Signature Signature Owner or Agent The foregoing instrument was acknowledged befor me this /0 The foregoing instrument was acknowledged before me this 4 day of , 20 ot , by - ,. ,j , day of !! , 200" by y✓ eatY , wijersonally l own to me Rio has produced —whris personall known a or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 02/08/06) C IA MARTINEZ " u - State of Florida Ex. ires Jul 7, 2008 NOTARY PUBLIC: Contractor APPLICATION APPROVED BY: Of Plans Examiner 1/2/ Engineer Zoning woman MINIM mimeo s MIMI wia owe ▪ im —@ .c. c3 s —n N ' - F, NNW B ▪ oa a t- • d- CL owe sr CO 1•4 ao 00° te ..w CO C-4 —I C. • �. LLI C.3w t-acew� y o Cd ww NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. • STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 135 ` i -€ ci`-1 s t to i ti S v o (eS 2. Description of improvement: roof' 3. Owner(s) name and -address:. Nt me 6a r4-105 AS N .S rt Lt S mI o -r SINor'es FL- Interest in property: Name and address of fee simple titleholder: k r e S'a o S 45 N •E. mtareA 5 moles ��- 4. Contractor's name and address: mic»v 1� a sqS4eNv✓1S I [J C- 664 N . S- r- mn !Gvro R.. 33/so 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: / V A Amount of bond $ / A 6. Lender's name and address: N 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served a provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: i• 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provid in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different d •ecified) 123.01.52 PAGE 4 5/08 Signature of Owner Print Owner's Name W4 A ir1.e. sAJT©S Prepared by . tuielz IfLm L ,Sworn to and subscribed before e t /s /(p day of Ar✓il , 20 ®g. / / / / Address:, 60 la ( Cr Notary Public , '�--- Z7ZL T � -�� 14�?�% ,ir Print Notary's Nam = t My commission ex lit - 3556 Mold Vow fatale N4 Dovetateete 10050 NE 2 Ave* Miami Shores, FI 33138 Phone 305-795-2204; Fax 305 - 756 -8972 OWNERS'S AFFIDAVIT OF EXEMPTION To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FI 33138 Re: Owner's Name: kin% a 5 Property Address: toe qy ��' r1( i O Y,o5 - I Roofing Permit Number: Date: 4II1¢Ia pCl� 57 57777r-7--- 1 r PR F 8 23O BY: �— ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Dear Building Official: Pig 1( ri fl 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) 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. Sworn to and subscribed before me this hP day of 1 Notary Public, Sate of Florida at Large * When the just valuation of the structure for purpose of ad valore FBC nor a 1994 SFBC. Then you must provide a building applicati w rn e. StitS Print Name d the building was not constructed with connection Hurricane Mitigation. Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,817 Lot Size: 9,675 SO FT Year Built: 1952 Legal Desription: MIAMI SHORES SEC 1 AMD PB 10-70 LOT 17 & W LOT 18 BLK 4 LOT SIZE 75.000 X 129 OR 17793- 2851 0997 1 MINIIIIIIIIII 2007 2006 45 NE 94 ST Mailing Address: AIMEE SANTOS 45NE94STMIAMI SHORES FL 33138 -2819 = uildln. Value: $180 052 139 17 i.._ ;._,, TFT1 EN $114,571 MIEM Homestead xem +tion $25,000 $25,000 otal Exem ons: $25,000 $25,000 amble Value: $89,571 $86,777 Folio No.: 11- 3206 - 093 -0550 Property: 45 NE 94 ST Mailing Address: AIMEE SANTOS 45NE94STMIAMI SHORES FL 33138 -2819 le O/R: 17793 -2851 le Date: , 1997 Sale Amount: c 128 000 Miami -Dade My Home My Home :a "Wade. » Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Portability S.O.H. Calculator Summa ro Details: Proc>erty Information: Sale Information: Assessment Information: Additional Information: lick here to see more information for this roperty: ommunity Development District ACTIVE TOOL SELECT Digital Orthophotography - 2007 We appreciate your feedback, please take a minute to complete our survey. My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer cit Itk �If you experience technical difficulties with the Property information application, please click here to let us know. E-mail your comments, questions and suggestions to Webmaster Web Site O 2002 Miami -Dade County. All rights reserved. Page 1 of 2 0 ®113 ft Owner's Notification Form "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it perta required No the Florid system ins owner and 1 Aest nship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are f ' , e of p t • viding that the roofing 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 addressed as part of the agreement between the owner and the contractor. PI 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 Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. •••• 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside ef.the r viewed from below. The owner may wish to maintain the architectural appearance, 4 j fore, 000fing nail •, penetrations of the underside of the decking may not be acceptable. The Florida Btrildi g Code provides t-Ie . . ..... option of maintaining this appearance. 71 _ 5. Ponding Water: The current roof system and/or deck of the building R.Uot drai'ttytell ands cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be a ; � ind o f structural . • distress and may require the review of a professional structural engineer. Ponding may shortgn t r .life ....:. expectancy and performance of the new roofing system. Ponding conditions may Ucit•br evide4efntil th. in ginal roofing system is removed. Ponding conditions should be corrected. • • • MIAMFDAD .. •••• • • • • •••• • ...... 230 lfiction, it is the responsibility of the roofmg contractor to provide the owner with the tb explain to the owner the content of this section.. The provisions of Chapter 15 of uilding govern the minimum requirements and standards of the industry for roofing lly, the following items should be addressed as part of the agreement between the er's initial in the adjacent box indicates that the item has been explained. 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 wit the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature: Contractor's Signature: Property Address: file: / / /CI /Documents %20and %20Settings / sky /Desktop /SECTION_1524[1].htm9 /27/2007 5:46:06 AM Date: __. __ ; 0000 � v0NJ ! 130' � i. j . ._, _. _00_,00_ 000_ 0._ 0000.0000 ._ __.._. .. . d , t I .-lli ... . , , , . Section A "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Low slope roof area (ft. X Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Process No: Section A (General Information) r ❑ Other: Roof Category anically Fastened Tile Metal Panel/Shingles 1 Steep Sloped area (ft. L Section B (Roof Plan) Total (ft. • • • .. • Mortar /Adhesive Set Tile ❑ •od Shingles /Shakes Roof Type ❑ New Roof yt Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes No If yes, what type? ❑ Natural ❑ LPGX Roof System Information •.. • • .•• 000000 • • 000..0 •.i• • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers aAeldrarflow drairks. Include • • dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and IQeatior: of patapetg. e • • . • Perimeter Width (a'): Corner Size (a' x a'): eee •.•. =..•.. 0.0 0.. • • • 00 000 • • • • • • • • •••.• • -- • • • • • • • • •• • •. • • ••.. • . •••. •. • • • • .. • „Jai TO CO1'.iIPLIAN 1 Vr VV, I H ALL FEDEP ^ L ('. -YP;'LFS ••.•.• • • •..•.• • . .•...• • • Other Type: IN/A Joist Spacing: 1N/A System Manufacturer: 'GAF NOA No:103-0501.05 Pmax3: 031.4 Slope: 1/8 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA") Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -52 Pmax 2:1-87.3 Maximum Design Pressure, From the Specific NOA System:152.5 Deck type: X 8" T & G * These decks require a fastener pull test by an approved test labratory Anchor/Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: 1N/A Insulation Base Layer/Size & Thickness: 1N/A Base Insulation Fastener/Bonding Material: 1N/A Top Insulation Fastener/Bonding Material: N/A Insulation Top Layer/Size & Thickness: 1N/A Page 3 Wood Nailer: f N/A Base Sheet(s) & No. of Ply(s): 1 #75 Base Sheet Base Sheet Fastener/Bonding Material: 1i/4 R.S Ply Sheet(s) & No. of Ply(s): 2 plies of fiberglass ply #4 Ply Sheet Fastener/Bonding Material: Asphalt Type III, IV Drip Edge Size & Gauge: FT face 26 • Drip Edge Material Type: Hook Strip/Cleat gauge or weight: FiK7_73 _ _ •-• 04)- Coping Metal: INIA Top Ply: 'mineral cap sheet • Top Ply Fastening/Bonding Material: • • • • • 1 Type III, IV •••••• • Surfacing: 11 • • • IO. • - • • • •••• •••••• • •••• www,00 • • • • • • NUMBER OF FASTENERS PER INSULATION BOARD Field: Perimeter: Comer: • • • •••••• • • • • 0 • • • • .... • • • • FASTENER SPACING FOR BASESHEBT ArTTACHIMN Fastener Type: __ _ _• • • • • • 1 1 I /4" R.S. Nails _ •• . Altemate Fasteners: IN/A 1. Field: 19 " o/c @ laps & rows ©9 " o/c 2. Perimeter: " o/c @ laps & 4 rows @ IF " o/c 3. Comers: [6 " o/c @ laps &14 rows @ re " o/c OOOOOO • O • • •OOOOO • • •OOOO • • • •OOO • • • • • • • OOO•OO • • High Velocity Hurricane Zone Uniform Roofing Permit. Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, 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. —475 B se L 'r..<r t it) <: y GJ & 3...`3. 2t loft • 64il,cit+tipei g frjk . Jci f ti l c.,), �tt.. cc �;, . f . S. ; Page 3a Parapet Well Height d ( Ft. Mean RoofHe' kt, Ft. i j t. : ` s • • • _ • • • •••- •••••• �c�'t'?� (3).... • •• • •••••. •••• • 000 •••••• • • • •••• • •• • • •••• ▪ • • •• • • • OOO •••• • • • • • • • • • ••••• •• •• •• • OOOOOO • 1 • • • • • • • •••• • • • •••••. • ••• -•••• • • •• • •• • •••••• • • • • • MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High VelocityJricane Zone of the Florida Building Code. • • • • • '....' DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. • • .... ...•.. ..i. • • ...... ... ... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city, state an l • ...... • . following statement: "Miami -Dade County Product Control Approved ", unless otherwised herein. ...... • . • • • •••••• ..•.. RENEWAL of this NOA shall be considered after a renewal application has been filedHI I ere has"lieeh 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 • revunon or change in the.... • . materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of IRS" • product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure — 45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure — 45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin cal :Lel a fastener spacing of 9" o.c. at the 4" lap staggered and in tworows 9" o.c.1114,90 field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) .... GAFGLAS #75 Base Sheet or any of above Base sheets attdelt ft deck•with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12' b'c"..111 4 rows. One row is in the 2" side lap. The other rows are equally spaced aNfoximat�Lya ; • o.c. in the field of the sheet. • • • • • • • (Maximum Design Pressure — 60 psf, See General LimitatIqftj9 ••• • • • • Any of above Base sheets attached to deck approved annuls siagshank nails and 3" inverted Drill -Tec (GAIT 1'rth) insulation plates at a fastener spacing pf 9" o.c. at the 4" lap staggered in two rows 9" in the field. • • • • •' g (Maximum Design Pressure — 60 psf, See General Limitati"ok #7) • Wi • • • • GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck'th Drill -Tec (GA.FTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 40, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: Cap Sheet: NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 •..... • • • • • •••.. • •••.•• • •' • OOOOOO OOOOOO • • Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 gal/sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAF Premium.Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs./sq. ± 20 %; plus gravel or slag with an application rate of 400 lbsJsq. & 3001bs.sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. • • • • • •••• • • • •••• • •••• • • •••• • • •• •• • • • • • • •••• • • • •••••• • • • • • • • •• • • •••• • • • • •••• • • • • • • •• •• • • • •• • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10123 /03 Page 19 of 21 • ••••.. •• .' • • ••••• •••••• • • ••.•.• • • •••••. • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /a" Dens Deck or %z Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer sholl be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsfsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. • • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Fora (F) NI!! e g 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If t1 fastener ll • as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. . 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane atfa'c'h1ient is based on a minimum fastener resistance value in conjunction with the maximum design �a a listed v4 a specific system. Should the fastener resistance be less than that required, as deed by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Flpfitig Registel al •. Engineer, Architect, or Registered Roof Consultant may be submitted. Said remised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standa d TAS 1DS.and calculations in compliance with Roofing Application Standard RAS 117. • •. • • •..' 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements, of these areas. Fastener densities shall be increased for both insulation and base sheet as calcullated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 • • 1 01101. 192 ROOF COVERING MATERIALS (TEVT) • Roofing Systems (TGFU) — Continued Base Coat "A -38 Series ", 0.75 gal /sq. Second Base Coat: "A -38 Series , 0.75 gal /sq. Wear Coat "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. Surfacing: "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per 46 D k: NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfeam 273" (2.7lb/ft. ) Surfacing: Spray application of 28 to 34 -mils "II -8730" (aluminum) 47 Deck: NC • Incline: 1/2 Insulation: Spray application of 2 -in. thick'Tolyfoam 273" (2.7 lb/ft. Surfacing: Spray application of 28 to 34 -mils "U -8782" (ivory) GAF MATERIALS CORP • R1306 1361 ALPS RD, N) 07470. • " Ruberoid 20" or " Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base shuts in any of•the following Classifications. 1/2 in. thick (min) gypsum board dr',1 /4 in. thick (min) G-P Gypsum DensDeck® may be used in any existiiig•noncombustible deck Class cation. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 le: Min) roof decks :The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gypsum DensDeck® in hot asphalt. ' En errggyyGuard Ultra" is an acceptable alternate to " EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nallable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polysttyy rene reference in any of the following Classffcatons include "ENERGuard�EPS Insulation ". • References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass • mat base sheet ( "GAFGLAS '075 Base Sheet" or " GAFGLAS #80 IJLTIMA ") is a suitable alternate .for pe G1 as halt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6") in the Class A,B or C roof systems indicated below. • The roof deck may first be'covered with a Type G2 asphalt gglass•mat:base sheet "GAF Stratavent Eliminator Venting Base Sheet.(Perforated)•''or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet", " GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt &lass fiber .ply sheet (' GAFGLAS Ply 4" or " GAFGLAS Ply 6" ) as the nailed base ply in the following systems. . • Bottom ply or base sheet may be solid mopped. spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. " GAFGLAS Flashing" or " Ruberoid" maybe used for flashing in any of the Class A, B or C systems listed below. When " perlite" is referenced, this includes "GAPTEMP PERMALITE ®" or any other UL Classified perlite insulation.. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, 8 or C systems .listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely 'effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene• insulation board between min 3/4 in. perllte board and deck with rosin paper (perlite /rosin paper /polystyrene / perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. . "BMCA EnergyGuard RA", "BMCA Tapered EnergyGuard RA:' and "BMCA EnergyGuard IZA" may be substituted for any Atlas polyisocyanurate insula- tion in any of the following Classifications. Trumbull "Forma Mop" may. be utilized with any of the following "'Asphalt Felt Systems with Hot Roofing • Asphalt ". • GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". 2007 ROOFING MAT AND SYSTEMS DIRECTORY L d b:9t000OO .L •..N/®Z: LA- . 15 /vz: L L 8OOZ a NVH(ftH.> LOOK FOR THE UL MARK ON PRODUCT 'ROOF COVERING MATERIALS (TEVT) • Roofing Systems (TGFU)- Continued "GAFTBMP Permalite Recover Board" may be used in Ueu of any perlite insulation in any of the following NC' cations. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 25 — 3.0 gal /sq. Class A,.B and C • Hat roofing asphalt, for use with organic and glass felts or modified bitumen membranes. " Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of " Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 . Incline: 3 Insulation (Optional): One or more, layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6", hot mopped. Surfacing: Gravel. • 2. Deck: C -15/32 Incline: 2 Insulation ( Optional): One. or nitre layers perllte, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gl " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. .. Ply Sheet Two or more layers Type GI "t3 .F �Ti Ply 4" or "GAF - • GLAS Ply 6 ". •..• • •••••• Cap Sheet One layer Typpee G3 "GAFGLAS :Mineral Surfaced trap Sheet" or " EnergyCap MineM trihted Cap.Shttst". 4. Deck: NC • Incline: 1/.2 Insulation: One or two layers psitherm R ", 4 in. max, hot o4tlpA�¢. Ply Sheet Any UL Class' fiedg� �elsurface'��eg�3asphaleglass ' er atom �.�.•- _ • Decks C-15/32 •••••• Indin� • • • • Slip Sheet (Optional): Re d.nosls paper, natlgd lb deck. ••••• Base Sheet: One layer Tygp c' AFGLAS 5'3ase Shed t�$Y be nailed). • • • • • Ply Sheet One dr more layers Type'G1 "GAB Ply 4" oj64F44AS Ply 6". • : • •.••• t3 "'GAFG Mineral Surkteeel. tap - Sheet" or " EnergyCap Mineral Surfa - . aF S se' • 411 6. Deck: NC Inding:•3 • Base Sheet: One layer Type G2 " GAFGLAS #75 Base Sheet ". Ply Sheep One or more Layers Type G1 "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap' Sheet ". 7: Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass •fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite/urethane composite, phe- nolic, 1.0 in. min (offset front plywood joints 6 in.). Base Sheet One or more layers Type Gi, G2 or G3. Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheer Type G3 " AFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perllte, wood fiber, glass fiber', isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type GL Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule), "Ruberold Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Rubcrold Mop Plus" (granule). 1e498ee -9Oe ON1 Addite r710VH.d - 7fl® HOZlcf Roof Slope: 3 Roof Mean Height Ridge Ventilation: Method of Tile Attachment N/A Altemate The Attachment Method; in/a Clip Spacing for Metal Roof Panels 1 1 Field: High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Perimeter Width: S .1? .... °/12" Jn /a Perimeters: 77 Comers: J Section D (Steep Sloped Roof System) Sloped System Description Page 4 Deck Type: Alternate Deck Type: l n/a 15/8" Plywood Underiayrnent type: #30 Ib Insulation/Fire Barrier Board: 'n /a • • • . . Optional Nailabie Substrate: • i n/a Fasteners: 11 1/4 RS nails •••r. Can Sheet Type&Adhesira I #90 lb/ asphalttype'Ni, IV ••.' ...... Roof Covering: • • • t aI; b COW( - w Roof Covering Attachrtag Polypro Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: • - 00 0 0. Hook Strip /Cleat ga. or weight • ••.1 .••• • ••..• •l•l•. • c aufe-J . .. • • ••.A • 1 Galvanized Metal • • • • O 0000 • • . Roof System Manufacturer C WOOCI h c � d' c -- Q et Notice of Acceptance Number. L a wt • Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1445• a P24 P3:195. 4 Maximum Design Wind Pressures, (From the PCA Specific system): ri Roof Slope: 3 Roof Mean Height Ridge Ventilation: Method of Tile Attachment N/A Altemate The Attachment Method; in/a Clip Spacing for Metal Roof Panels 1 1 Field: High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Perimeter Width: S .1? .... °/12" Jn /a Perimeters: 77 Comers: J Section D (Steep Sloped Roof System) Sloped System Description Page 4 Deck Type: Alternate Deck Type: l n/a 15/8" Plywood Underiayrnent type: #30 Ib Insulation/Fire Barrier Board: 'n /a • • • . . Optional Nailabie Substrate: • i n/a Fasteners: 11 1/4 RS nails •••r. Can Sheet Type&Adhesira I #90 lb/ asphalttype'Ni, IV ••.' ...... Roof Covering: • • • t aI; b COW( - w Roof Covering Attachrtag Polypro Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: • - 00 0 0. Hook Strip /Cleat ga. or weight • ••.1 .••• • ••..• •l•l•. • c aufe-J . .. • • ••.A • 1 Galvanized Metal • • • • O 0000 • • . Section E 2 "Delivering Excellence Every. Day" P1: P2: P3: x l: x xl: Design Pressure Average Tile Weight Tile Dimensions Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based the systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Description Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance t Required Moment Resistance P 1: P 2: P3: q5 q xw: X w: X w: Mr Minimum Attachment Resistance F' ) Required Uplift Resistance Fr Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form W xX x� Symbol I = length w = width EEO Ii P1 or P2 or P3 H 0 Mg _ - Mg: '' j -Mg: - W: - W: - W: - Mg: Method 3 "Uplift Based Tile Calculations Per RAS 127" 1 (v = Mrl: = Mr2: = Mr3: (0 .Oq x cos 0: x cos 0: = Fri: x cos 0: = Fr2: NOA Mf NOA Mf 5 �5 NOA Mf Job Site Job Site Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) •••• • • Where to Obtain Information to complete tile calculations . . • • • •• •• Where to Fina • •; • • • •••••• • •• • • • • 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 Fr values, for each area of the roof, then the tile attachment method is acceptable. NOA F' 00000 00000 • • • • • •••• • . •••••• • • • Table 1 RAS 127, or by an engineer analysis prepared, signediand sealed by a profepienal engineer based on ASCE 7. •.. •. • • • Product Approval (NOA) MIA M DA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION and the High Velocity Hurricane one of the Florida Building Code. DESCRIPTION: Malibu Concrete Tile 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 NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Buildiuk Ve tje • • • ••.• •• • •••• •..••. •• • •• •.••.. • NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 1 of 7 OOOOOO • • • • .••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logq,ci�y stateaed. :. OO following statement: "Miami -Dade County Product Control Approved ", unless otherwise.Aattzl.herein. ' •; • • • RENEWAL of this NOA shall be considered after a renewal application has been filed fid there has Ueenao •.• change in the applicable building code negatively affecting the performance of this prod>fc',t.': •: • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a ;evisson or change in the • • • • O • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endots�nent of.�ny. .... product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tbt;piply • with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Ti era. • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This approves a system using Burlingame Industries Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville. FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Malibu Concrete Tile 1= 17" w= 12 1 /i' thick Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Roofing 07320 Roofing Tiles Concrete 1= varies w = varies varying thickness Test Identifier PRI06178 7161 -03 Appendix III 7161 -03 Appendix 11 PO402 94 -060B 94 -084 P0631 -01 Test Product Specifications Description TAS 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. •••• • • • •••• • • • TAS 112 Accessory trim, concrete roof j ieces for ttst• • at hips, rakes, ridges and W £ erminat Ms. Manufactured for each the p Mlle. • Test Name/Report • • • • . Date 1 ' • TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) • • • • ••••• •• .• • ••.•.• •• • • • • • • •• •• •• • • 08 /28MQb'. • • • • • •• • •• • • Dec. '1!91• • Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 2 of 7 • • • • • • ••••• • • • •.•••. • • • • Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 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 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 ❑ 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations Test Name/Report Date Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) ❑ Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multiplier Restoring Moment Due to Gravity Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Static Uplift Testing : • •eb. 19 • • TAS 102 • 11.... •••• (2 Quik -Drive Screws, Battens )..; • • Static Uplift Testing • •' • •March~ 12 1. TAS 102 '••• • (1 Quik -Drive Screw, Direct Decg.. • • • • •• (1 Quik -Drive Screw, Battens 0.00 �' • Static Uplift Testing • • • Sep. 1998. TAS 101 : 4 , •, Dec. 1498• • • April<999, • March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 .•1 • NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10/05/06 Page 3 of 7 • • • • • • • • • • 0..001 • • Table 1: Average Weight (W) and Dimensions (I x w ) Table 3: Restoring 3 ":12" Moments 4 ":12" due to Gravity 5 ":12" - M (ft-Ibf). 6 ":12" e • I': 7 ":12v:on'- greater Battens •••• Direct Deck Tile Profile Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -1 (ft) Width -w (ft) • .••. Malibu Tile 9.5 1.417 • • • - • •• ' •1 • 04 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • • • it • • • • • •••• NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10/05/06 Page 4 of 7 .•.... • • • • ...•.. • • ••.•. • .... . • • Table 2: Aerodynamic Multipliers - X, ft •••• • • Tile (ft -•h it s ) :••••• Profile Batten Application Direct DeCR•4pplicatiota Malibu Tile 0.305 • • 0`282 • • • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • • • it • • • • • •••• NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10/05/06 Page 4 of 7 .•.... • • • • ...•.. • • ••.•. • .... . • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf for Nall -On Systems Mf (4N131;)• 5• • • • • • . Minims Mllttachrnent ` • fte`s &&lance. • • • •. Tile Profile Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens • 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. • • • •••• Polyfoam Product, Inc. Average weight per patty 8 grams. •• • • • • • • • Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field 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 (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4° tile headlap and fastemers are located a min. of 2W from head of tile._ • •• • • • Table 5: Attachment Resistance Expressed as a Moment for Two Patty Adhesive Set Systems Mf (4N131;)• 5• • • • • • . Minims Mllttachrnent ` • fte`s &&lance. • • • •. Tile Profile Tile Application Malibu Tile Adhesive 0 - 1' • • • • • • • • 2 See manufactures component approval for Installation requirements. • • • 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. • • • •••• Polyfoam Product, Inc. Average weight per patty 8 grams. •• • • • • • • • Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -1130 for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam PolyProTM 86.61 Polyfoam PolyProTM 45.5 4 Large paddy placement of 54grams of PolyProT"". 5 Medium paddy placement of 24grams of PolyProT"". • • • •• • •••• •••• • •• • NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 5 of 7 • • • • • • • • • • • • • • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". 11=11111•1■11) EAithL- FLORIDA MALIBU CONCRETE ROOF TII.E LABEL, SUMTERVILLE. PI sa T. (LOCATED ON UNDERSIDE OF TILE) • • • • : • .. • • • .. • • .• .... •. • • • .... • 6. BUILDING PERMIT REQUIREMENTS • • • • • • • . • • 6.1 Application for building permit shall be accompanied by copies of a e too owing: • • • • 6.1.1 This Notice of Acceptance. • • • •••• • 6.1.2 Any other documents required by the Building Official or applicable building. • code in order to properly evaluate the installation of this systesi. : • • • • • • • • NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 6 of 7 • •• • • • • • • • • • • • Table 5B: Attachment Resistance Expressed as a Moment - M, (ft -ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". 11=11111•1■11) EAithL- FLORIDA MALIBU CONCRETE ROOF TII.E LABEL, SUMTERVILLE. PI sa T. (LOCATED ON UNDERSIDE OF TILE) • • • • : • .. • • • .. • • .• .... •. • • • .... • 6. BUILDING PERMIT REQUIREMENTS • • • • • • • . • • 6.1 Application for building permit shall be accompanied by copies of a e too owing: • • • • 6.1.1 This Notice of Acceptance. • • • •••• • 6.1.2 Any other documents required by the Building Official or applicable building. • code in order to properly evaluate the installation of this systesi. : • • • • • • • • NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 6 of 7 • •• • • • • • • • • • • • PROFILE DRAWING MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • . . •. • • •••. ..•. • • .. •. .... • ...• • • • • • • • • • • NOA No.: 06-0526.09 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 7 of 7 •• • • • • • •• • • • • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed a ladj t has beaw • change in the applicable building code negatively affecting the performance of this proddret•••• • TERMINATION of this NOA will occur after the expiration date or if there has been a ivision or change ip the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endetment cff any product, for sales, advertising or any other purposes shall automatically terminate this NOA; F lure ta,t8m�ly •. •• •• 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.f d by, the expiration date may be displayed in advertising literature. If any portion of the NOA•i §1d'isglayed, tbenit shall. be done in its entirety. • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. 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 . • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications N/A TAS 101 Polypro® AH160 Foampro® RTF 1000 ProPack01 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment •••• Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a cujrentJTOA list moment resistance values with the use of Polypro AH 160 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. 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% • • • • • • •• • • ••••• • •••• •• • • • • •• • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 • •••• • 520191 -1 TAS 101 • .• • •03/02/99 • • • 520109 -2 -1 • • •••• LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile fot fyr. • rating. • • • • • • • • • •••• 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. • •••• • • • • • 3. Minimum underlayment shall be in compliance with the Roofmg Application Standard RAS 122. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. ■ F` F'= MS W • • •• •• • • • • •• •• • AH160 roof tile adhesive with NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 3 of 7 • • • • • • • • • • • Table 1: Adhesive Placement For Each Generic Tile Pro • • • ...' Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two is y Wert • per Iladd3 Min. (MN s) • • • • Flat, Low, High Profiles #1 35 • NIA : A. • • • • s •.. High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan Flat, Low, High Profiles #2 24 ' al7A: • • • Flat, Low, High Profiles #3 8 •• INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • • • • • • ▪ • • LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • •• •• • •• • • • ' NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) RIM enough adhesive to achieve 17 to 23 Ooh a for stee square itches In contact with the pan tile pitch applications 2) Tum covets upside down. Place adhesive 112 in To 1 in. From outs&edge ot cover t2e. Then install the tils Und Rem top pion of the eave course cover tie. Abut to second course of pantiles Ensure eave end of pan and covet Res are flush at eave line. Eave closure (mortar shown) Weephole Fascia B Nag through plastic cement • ••• • Sheathing •• • • Opt * 4° , 6 • • Pohd up Ror ns longfludinel • • • D • • •••• • • • • •••• •• • •• • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • • • •••• • • • •• • •••• • •••• • • .••• • • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • • • • • •• • • • • • • •• •• •• • • • • • • • • • • •••• • • • • •••• • • • • • e• • •• • • • • • Nail through plastic cement 1 -in. x3in. Single paddy on under- layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) ,e 2 In. X 7 in. medium size paddy eave Fascia course only Eave course Single paddy under tile Nail through plastic cement i 3in.x3In. Single paddy on underlayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Single paddy between tile 2 ix7in.medium y lP 4 she paddy eave course only Eave Closure END OF THIS ACCEPTANCE Single paddy under tile Single paddy between tile 2 hi. x 7 in. medium size paddy eave course only •••• • • • • •••• • • • •• • •••• • •••• • •••• • • •••• • • •• •• • • • Fascia Weephole Eave closure Drip edge •• • • • • •• • • • • • • • • • •••• • • • • •••• •. • • •• • •• • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • • •