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RF-07-299Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 taif3�oiffi:'Ylfo Inspection Date: 07/19/2007 Inspector: Grande, Claudio Permit Type: Roof Inspection Type: Final Roof Owner: DECKER, ROBT Work Classification: Roof - New Job Address: 1223 99 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: QUALITY ROOFING CONTRACTORS INC Phone Number Parcel Number 1132050090083 Lot: Phone: 305 -751 -0382 Building Department Comments RE ROOF TO NEW TILE AND FLAT MINERAL CAP SHEET ROOF JAL 2 0 NV Passed C Inspector Comments ` �� ,4' c� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, July 18, 2007 Page 1 of 2 U.S. SOUTH Engineering & Testing Lab., Inc. Project 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 No 09583 Owner's Name. Job Address - Roofing Contr Type of Tile: SITE SPECIFIC INFORMATION ^6l ®fie Date Installed• s �� Approximate Roof Height: 1 feet Roof Pitch: 7� ' f 2- Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: 3 9 50 E ft2 Required Testils Fcxrc : 35 lbs. Testing Equipment: Chatillion 100 Date Tested ® G TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or 9 Test Location Uplift Pull ,Test(P or F) Test Location Uplift Pull Test(P or 9 Test Location Uplift Pull Test(P or 9 1 L�''' t6 �' 26i�%�il �% 76 2 s "( 27 I 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 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. THIS REPO ED BY: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 '2;1 cict Qo Uty *A 2. (T'c44. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 W /koli 40 atm Tel: 305 7 ..: ) 756.8972 BUILDING a FEB 2 0 2001 Permit No. fiF PERMIT APPLICATIONBy. ,; Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Robert Decker Phone # (305) 758 -4069 Owner's Address City Miami Shores Tenant/Lessee Name State Florida Zip 33138 Phone # Job Address (where the work is being done) 1 223 N. E. 9 9 s i- rpp F City Miami Shores Village County . Miami -Dade Zip 33138 FOLIO /PARCEL #11 -3205- 009 —nnsl Is Building Historically Designated YES NO X Contractor's Company Name Quality Roofing Cons tractors .Phone# Contractor's Address 13800 N .W . 1st Avenue City Miami State Fia: QualifierName Carlos Arocho State Certificate or Registration No. RC 0058627 (305) 751 -0382 Zip 33168 Phone# (305)710 -4600 Certificate of Competency No. 000017889 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ $22,000.00 tile: 3200sqft. Square / Linear Footage Of Work: flat: 60 0 sqf t . Type of Work: DAddition ['Alteration ['New 1 Repair/Replace ❑ Demolition Describe Work: Reroof to a new tile and flat mineral cap sheet roof . n Submittal Fee $ Permit Fee $ U, f �•� Notary $ Training/Education Fee $ 4 ,0, 0 Scanning $ ' Radon '$ Bond $ Code Enforcement $ Structural Review. $ DPBR $ CCF $ • CO /CC Technology Fee $ (' , Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 9 day of Fe , 200%, by R W. j who is nersonallv knownto me or who has produced As identification and who did tad1, NOTARY PUBLIC: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: )Revised 02108/06) Signature !� Contractor The foregoing` instrument was acknowledged before me this 9 day of F�L ,20L 7,by ri o.r Aro who is pers� �c naUy.known.to me or who has produced who did to 0001itht. o4. "� 1sSIpy'' ...—% e.•y �baP fB '•, � 9 4 cF , ., 1"40 : * E Sign: • 3822 : ;�`�0 umti ee�•: Q�\ Print: ,5;-.1.1/4. g $bltc Un ... O e s /4 /Gl Ni j . a & ``\ My Commission Expires: as identification an NOTARY PUBLIC: \����� �Q��1! 0 FAN1% xt co o'•q'1p�$ z• r;e ; G� ••• iii ni i • ••• OQ����- //, /f op *** *** ** * * ** ** *** ** IJm,4 Plans Examiner Engineer Zoning • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••••••• • assvI FE.B 2 ®4°i' SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED O;INtlEll.6 N0YIFIC,TIOiy'F•Oi�RORl ING CONSIDERATIQNF • • •' • • • • •• ••• • 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide • the owner with the required roofing permit, and to explain to the owner the content of ithiip �ection. •r e- the Florida Buidin Code, Buildin g govern the minimum requireuen�•kp ga system installations. Additionally, the following items should be addre'sssd;a$ own and the contractor. The owner's initial in the adjacent box indicateg that the . Aesthetics - Workmanship: The workmanship provisions of Chapter 1 _ •ci ire Zone) r the purpose of providing that the roofing system meets the wind r t= n n a water intrusion p- "`ormance standards. Aesthetics (appearance) issues are not a considerate . �t s• c r manship provisions. Aesthetic issues such as color or architectural appearance, that are t pa ' ,. o ing c e, should b ressed as part of the agreement between the owner and the contractor. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed rdance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building The roof deck is usually concealed prior to removing the existing roof system). h= ter 15 of or roofing tween the ned. /3. Common Roofs: Common roofs are those which have no visible delineation between neighboring R".e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner otify the occupants of adjacent units of roofing work to be performed. . Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail enetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the op :, mai taining this appearance. /Led" Ponding Water: The current roof system and /or deck of the building may not drain well and may water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural ress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofs ' • • , ystem is removed. Ponding conditions should be corrected. A Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not t ded 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 wiFlorida Building Code, Plumbing. . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of ctural 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. ner's /Agent's Signature /ii- NC- 47. q sited Property Address /Xi&fft 5 b f %- 3313E 27 ®f /2-4°7 Date Con Permit Number Rev:1 12012005,Computer Services, Building Department raptor's Signature PERMIT #: Miami Shores Villa e APPROVED .___.._ DATE SM COMPUAN" WITH ALL ` DERAL STATE AND COUNTY RULES AND REGULATIONS 1 of 2 http://wwvv.miamidade.gov/building/roofing_permiting/permhappse... • • 0 0 0 • • • • 0 • • 0 0 • • • 0 0 • • • • • • • • • • • • • • • • 0 0 0 • • • • • • • • • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLZATIOlicfnt> • • • • • • • • • • ; ; • • • • • 0 • 0 0 0 0 0 • Section A (General Information) Process p.. • Master Permit No. Contractor's Name: 1Quality Roofing Contractors, Inc. Low Slope E Asphaltic Shingles • • • • 0 0 • • • • • 000 • • • • • • Job Address. • • • 11223 N.E. 99 Street Roof Category Mechanically Fastened Tile Ell Metal Panel/Shingles Prescriptive BUR-RAS 150 LI Other:1 Roof Type • • • • • • • 0 • • • Mortar/Adhesive Set Tile LilWood Shingles/Shakes El New Roof MI Re-Roofing D Recovering ill Repair 0 Maintenance Are there Gas Vent Stacks located on the roof? 111 Yes No If yes, what type? 0 Natural ED LPGX Roof System Information Low slope roof area (ft. 2)600sqft. Steep Sloped area (ft.2)3200sqft. Total (ft.2) I3800sqft. Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Penmeter Width (a'): I Comer Size (a' x a'): MENKQMIBMOMIRM Mi MEMMEMM !!!!!IIIIIIIIIIIIIIRi mom .../ ........11- ---------------- ----------7-m---wam-===mem iiilliiiiiii == ........0111111111.11■MESETZL..........11.1VIIIIIMPlillam!!!!!!.....aiiiiiiiiiiiiiiiiiiihm. Zia Wall. • Mill••11111 mamma ... maimmammwriall11111111111111111111111111 1111111N III i MINIMUNEMMUMMIUMMEMMEMEMINIMMMIUMMIUMMEMMMEM pmmairraillIGra....7.11==rnmummom■ 11111111111141111rnm ............:11.1 111111111111111111111111111WII IIIMMUMMEMMERWME•• mmmmmmmmmmmm4mmmmmm 11111111111111111111111111111111111A1 1111111111111111111M11/111111111! 11111111B 1 11111111111 IIIIIIIIIIIIIIIIIM""1".."" ."1111111111WAILINIONI ILA I, 13111111111111111111111minummum MIIIMMEMMOWNIMMOWIMMMUMMEMINIMMEMEMINIMMOIMMEMEMMINDMIUMMMESUMMEM MEMMEMMENIMOMMINIMIGIud MMIOMMUMAIMMMEMMEMUMMEMMIMM1111111111111p1912111111,0111 " ' 111111111 11•11111rar■E!!••••••!!! 1111•111111111M pedummumt 11.. 11111111111•11111aMilkilMIMIN 111 p E' 2/9/2007 11:25 AM http://vvww.miamidade.gov/building/roofing_permiting/section_c 4 2... • • ••• • • • •.• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTM4TT• LECrRO C AjPJLICtTION •• .•• .••••• • • • - .• • Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations / Stripping /Flashing,.Cbrdintaq Ctlept,Eerlt•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. ikci" ° ,,f.e-54 ,eol ''' ib .,), ,g),()\t,,,,,I) 4*fr 9,t‘; 0 *i) iti ?e c lit 1 of 1 :`'� 3 e Page 3a P et all Hei Ft Mean Roof Height // Ft 2/1/2007 11:28 AM http: / /www.miamidade.gov/ building /roofingj,ermiting/section c 4 %... • • •.• • • • ••• .. .. • • • • •• •• • • • • • • • • • • • • • . • . • • • • • • • • • • ..• • • • • ••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION< fonts • • .... _.• _ • • • • • • • . • • . • • ." • Section C (Low Sloped RoofSlistem) ;. • • • • • • • Fill in the specific roof assembly components. If a component is not required, insert not applicable (N /A) in the text box. Roof System Manufacturer: of Materials Corp. NOA No: 103- 0501.05 System Type: 1Buiit -Up Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -49.5 psf (P2) Perimeters: -85.6 psf (P3) Comers: 1 -52.5 psf Maximum Design Pressure, From the Specific NOA System: 1 -52.5 psf Deck type: 1" x 6" T & G * These decks require a fastener pull test by an approved test laboratory Other Deck Type: IN /A Deck Support Spacing: IN /A Slope:I1" :12 Fire or Vapor Barrier: IN /A Anchor/Base Sheet & No. of Ply(s): IN /A Anchor/Base Sheet Fastener/Bonding Material: IN /A Insulation Base Layer Size & Thickness: IN /A Insulation Base Layer Fastener /Bonding Material: IN /A Insulation Top Layer Size & Thickness: IN /A Insulation Top Layer Fastener/Bonding Material: IN/A Wood Nailer: IN /A Wood Nailer Fastener Type and Spacing: IN /A 1 of 1 •• • • • • •• ... •• • • • • • • • •• • • • • • ••• •• Base Sheet(s) & No. of Ply(s): IJf75 Glas Base Sheet Base Sheet Fastener/Bonding Material: 11 1/4" R/S Nails Ply Sheet(s) & No. of Ply(s): IGaf Gla Ply 4 Ply Sheet Fastener /Bonding Material: 1Type III mopping asphalt Top Ply: jGafglas Mineral Cap Sheet Top Ply Fastening/Bonding Material: 1Type III mopping asphalt Surfacing: IN /A Single Ply membrane: IN /A Single Ply Sheet Width: IN/A 1/2 sheet width: IN /A No. of Single Ply 1/2 sheets: IN /A Single Ply Membrane Fastening/Bonding Material: IN /A Drip /GS Edge Metal Size & Gauge or weight: 3" face 26 ga. Drip /GS Material Type: Galvinized Metal Drip /GS Hook Strip /Cleat Metal gauge or weight: N/A Parapet Coping Metal Size & Gauge or weight: N/A Coping Material Type: N/A Parapet Hook Strip /Cleat Metal gauge or weight: N/A • • FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: " o/c @ laps & 2 rows © 2. Perimeter: " o/c © laps & 3. Comers: " o/c © laps & rows @ rows © NUMBER OF FASTENERS PER INSULATION BOARD Field: N/A Perimeter: N/A Comer: N/A Fastener Type : 1 '/" R.S. Nails Alternate Fastener: IN /A Page 3 " o/c " o/c " o/c 11/15/2006 1:36 PM http: / /www.miamidade.gov/ building /roofingjermiting/section_d 3.html • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • •_ • • • • • ••• • • • • • • ••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTME'NYT, EC OOC APPLIGATION • • • • • • • • • • • • • • • • • ••• • • • • • ••• • Section D (Steep Sloped Roof System) Roof System Manufacturer: IU.S. Tile •• • • • • • • • • • • •• ••• • •• • Notice of Acceptance Number: 5- 1019.02 • • • • • • •• • . •• • • • • • ••• 00_6_ Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: I-45 P 2:1-95.1 P 3: 1 -95.1 Maximum Design Wind Pressures, (From the PCA Specific system):166.5 Sloped System Description Roof Slope: P.5 "/12" Roof Mean Height: 113" Ridge Ventilation: IN /A Method of Tile Attachment: Adhesive, Medium Paddy Polyfoam Polypro Altemate Tile Attachment Method: 1N /A Clip Spacing for Metal Roof Panels Field: N/A Perimeters:IN /A Comers:1N /A Perimeter Width: IN /A Page 4 Deck Type: 1 "x6 "T& Altemate Deck Type: 1N /A Underlayment type: i01b. ASTM D -226 Insulation/Fire Barrier Board: 1N /A Optional Nailable Substrate: 1N /A Fasteners: 11 1/4" R/S Nails Cap Sheet Type /Adhesive Type: 101b. ASTM felt/Type III asphalt Roof Covering: Caribbean S Clay Tile Roof Covering Attachment Method: llPolyfoam adhesive setting Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Dri • Ed • e Fastener T • e: 1 1/4" R/S Nails Hook Strip /Cleat ga. or weight: N/A 1 of 1 1/4/2007 2:19 PM http: / /www.miamidade.gov/ building /roofingjermiting/section e_3.htm • • ••• • • • ••• • •• • •. .• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ...• • ••• - -- High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELE'lrTR'?INC.A,PJ .LCATION•• . • • • • • • • Section E (Tile Calcu`atigmp) • •• ••• •• For Moment based tile systems, chose either Nadia R Cdr 2..Cci pale the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: 5 x A 17.01 - Mg: .65 = Mrl : 11.36 NOA Mf: 66.5 P 2: 95.1 x A 5.94 - Mg: .65 = Mr1: 0.30 NOA Mf: 6.5 P 3: 0-95.1 x A 35.94 - Mg: 05.65 = Mr1: 030.30 NOA Mf: 6.5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below:1 NOA Mf: 0 Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' 25' i 30' 40' Roof Slope 1 1 1 I. 2:12 34.4 36.5: 38.2 39.7 42.2 3:12 32.2 30.4 34.4 ! 32.2 36.0 33.8 37.4 35.1: 39.8 37.3 4:12 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0: 29.4 ' 30.5 32.41 7:12 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 1 of 1 1/4/2007 2:21 PM MIA �DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • • • 14IA?M DAD,COUNTY, FLORIDA • • • • • • • • • . • • titmo-wav FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • • • %OS:3?5 -2 • 1 FAX (305) 375 -2908 • ••• • • • • •• • • • U.S. Tile 11403 NW 39 Street Miami, FL. 33178 •. • • • • • ••• •• • 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 (AIL1). 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 Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Caribbean 'S' Clay Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA 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 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05- 1019.02 Expiration Date: 04 /13/11 Approval Date: 04/13/06 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub- Cateaorv: Material :, Deck Type: Roofing 07320 Roofing Tiles Clay Wood • • ••• •• •• •• • • • • • • • • • • • • • • • ••• • • • • • • .•• • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • . • • • • • • • . • • • • • • • • • • • • .•• ••• • • .• • • • • • • • ••• • • • • • • • • • • • • • .• •.. •• • • • • • .. • • • • • ..... 1. SCOPE This approves a new roofing system using "Caribbean `S' Clay Tile" as manufactured by U.S. Tile 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 Apnllcant Dimensions Test Specifications, Product. Description Caribbean `S' Tile N/A ASTM C1167 High profile clay roof tile. For direct deck or battened nail -on applications. Trim Pieces ASTM C1167 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Aaencv Test Identifier 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. UST- 003 -02 -01 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 P0402 94-083 94-084 25- 7094 -(3, 6 & 9) 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. 1994 NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 2 of 6 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 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214 -(3, 4, &7) 25- 7804 -4 520111 -3 520191 -2 -1 - Calculations • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • •static U•p1ift ting. • •'Nov. 1994 "• Pt+t'102• • • • •Static Uplift Testing • .. BA•i(Jx• •.:.. ••••••••• • Attic Qptift:Tosttig PA Rh 1" Static Uplift Testing PA 102 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier •• • Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 March 1999 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 PA 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 3 of 6 4. INSTALLATION 4.1 U.S. Tile Co. and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RA,S•)20 •: • • • • •• • • ••• • • • • 4.2 Data For Attachment Calculations • • • • • • • • • • • • • • •• • • • • • • ••• •• • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • 0 • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • ••• ••• • • ••• • • • • • • 0 • • • • • • • • Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Caribbean `S' Tile 8.3 1.54 1.02 Table 2: Ae • • amic Multi • Ilers - A ft Tile Profile A (ft Batten A • • lication A (ft Direct Deck A • • ilcatlon Caribbean 'S' Tile 0.349 0.378 Table 3: Restoring Moments due to Gravity - M• (ft-Ibf) Tile Profile 3 ":12° 4":12° 5 0:12" 6 ":12" Grater than 7 ":12" Caribbean `S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck WA 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-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Caribbean `S' Tile 2 -10d Ring Shank Nails 28.6 41.2 N/A 1 -10d Smooth or Screw Shank Nail 5.1 6.8 N/A 2 -10d Smooth or Screw Shank Nails 6.9 9.2 N/A 1 #8 Screw 20.7 20.7 N/A 2 #8 Screw 43.2 43.2 N/A 1 -10d Smooth or Screw Shank Nail (Feld Clip) 23.1 23.1 WA 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 N/A 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 ' 38.1 WA 2 -10d Ring Shank Nails' 33.1 48.1 N/A 1. Installation with a 3° tile headlap and fastemers are located a min. of 2'/2" from head of tile. NOA No.: 05-1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 4 of 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • o • • • • • • • • • • • • • • ••• • • • Table 5: Attachment Resistance Expressed as a Moment MI (ft-Ibf) for Two Patty Adhesive Set $yst+md • ... • .. • Tile Profile Tile Application 410 • • • • • Mislmunf Attachment . • • 00 .Resiltance Caribbean 'S' Tile Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Polyfoam Product, Inc. Average weight Average weight per patty 10.7 grams. per patty 8 grams. Moment - Mf (ft -lbf) Table 5A: Attachment Resistance Expressed as a for Sin . le Pa Adhesive Set stems Tile Profile Tile Application Minimum Attachment Resistance Caribbean 'S' Tile Polyfoam PolyProTM 66.53 Polyfoam PolyProTM' 38.r 3 Large paddy placement of 63grams of PoIyProna. 4 Medium paddy placement of 24grams of PoIyProT°". Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar Set Systems Tile Profile The Application Attachment Resistance Caribbean `S' Tile Mortar Sets 24.5 5 Tile -Tite Roof Tile Mortar. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 5 of 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • to • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • PROFILE DRAVCir• • • ••• • • • • • • • • • • • • • • • •• ••• • • ••• • • • • • • ••• ••• END OF THIS ACCEPTANCE • • • • NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 6 of 6 MIAM hDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • .. .. • • • • • • • • • ... • • • ••. • . . •. •• . :. MIAI61I,MA)tE COUNTY, FLORIDA • • ? RO-4A . LAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 .. • • • • • MIAMI, t)RIDA 33130-1563 • • • • • • • • • • • • • • s30�) 375.20 1 • SAX (305) 375 -2908 . . • ••• •. . • • • •. ••• .• • • • • • • .. ... .00 .• • • • • • • 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 (AHI). This NOA shall not be valid after the expiration date stated below. The Miami: Dade County Product Control Division (In Miami e County) and/or the AM (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 ABJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA 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 1of21 • • ••• • • • ••• .. •. • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • . Deck Type 1: Wood, Non - insulated • :.:.::: • :.:. Deck Description: 19/32" or greater plywood or wood plant decirs ... • • • • • • . • • • • • • .• • • • .• • •• .. System Type E (1): Base sheet mechanically fastened. :: • • . • • • • • ••• ... • • • All General and System Limitations shall apply. •• • • • •• ••• •• Base sheet GAFGLAS #80 UltimaTM Base Sheet, ST .4TM t$Fbi a+tgr Perforated Nailable, RUBEROID Modified Base Sheet; R nigRO DO2D, WBEROID 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 P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAt riTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFIT1E) #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 -7S psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, 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. Cap Sheet: (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. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/02 Page 18 of 21 Surfacing: •• .. • • • • .. • • • • • • • • • • • • • (Required if no cap sheet is used) Instal one:of ite fol1o4►ing :.:. 1. GAF Special Roofing Bitumen with an application rate of 20 lbsfsq with an application rate of 1.5 galisq.; or,( I TEATHERCOAT® Emulsion (Matrix 305 Fibered Emulsion) v it$ an.dpglic ott rgteroi3 galiarsq.; or GAF PremiumPibered Aluminum Roof+Coaxiag (11 at& Systezb.PrctAluminum Roof Coating Fibered 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application sate of b0 429%;.81us gravel or slag with an application rate of 4001bbJ4q 8c;31 kat , respectively. 3. Top Coat Surface Seal SB (Matrix 602 3B r1541111Nre .Cglt:MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 ga]sq. Maximum Design Pressure: See Fastening Above NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /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" Dens Deck or Y2 Type X gypsum board is icciepttile•to• be tstlleddirec tlj+ over the wood deck. • • • • • • • • • • • • ••• ••• • • • GENERAL LIMITATIONS: •• • • • •* ••• •• •1. Fireu classification is not part of this acceptance, refer to $i wje t NKr* Roafmg Materials Directory for fire ratings of this product. ' • • • • • • ••• • • 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable.. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter 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 2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued 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 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. " Ruberoid Heat Weld" SBS roofing membraner 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 PIy 6 ", hot mopped. Surfacing. Gravel. 2. Deck: C -15/32 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, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS 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 G1 "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G-3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS PIy 6 ". Cap Sheet One layer of Type G-3 "GAFGLAS 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 from plywood joints 6 in.). Base Sheet One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule): 0 Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck: C -15/32 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, any thickness. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gi. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule)t • • ••• • • • ••• •• •• • • • •• •• • Rt04001/ElkINI1 gATAIIALS (TENT) • • • • • • • • • • ••• • • • • ••• Roofing Systems (TGFU)— Continued 173 Cap Sheep "GAFGLAS Mineral Serfacei Cap Sheet", hot mopped. • • • • • • • • • • • • • • • • • • C1asc B• • 1. De:k:.•C- 10/32 . • i : i : Igcl(ne: 3-1/2 Ins1'tlatibit IOpt1dtllin: One or mere Myers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood Fiber / isocyanurate composite, phenolic, any thicks►es's. i • ••• i•• i MiAM•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 • • ••• •• • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• •'•'• • • • • • • • • • ••• • MIAMI -DADE COUNTY, FLORIDA • M rieimD%Aft R BUILDING • • • . • 440 WE$? FItAGLERS1REET, SUITE 1603 • •' • • • • MIAMI: FtcpI DA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 ••• • • • •• ••• -- r . • • • • •• • • •• • • • • • • * • • ••• •• • • 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® A11160 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 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 Jprge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10 /11 Approval Date: 04 /13/06 Page 1 of 7 • • • .•• •• • ••• •• •• • • • • • • • • • • • • ••• • • • • • • • : :: .•. • • • • •.. • ROOFIrt6 XSSE • � Z.j(AllPhbNI•A.1.: Category': • : •: . •: Rogrlig• •• Sub Category? Roof tile adhesive Materials: Polyurg pane .. ••: •• • • • : 4: • • SCOPE: •' • : • .:::' • • This approv ,$oiyigre®*A 1160 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 Polypro® AH 160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypm AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content 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% 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 rt • • ••• • •'.•• • • • • • •• •• • '•• • • • ••• • • • • • • • • • • ••.••• EVIDENCE SUBMITTED: :: • • . •'. •'. • •. • • • • • Test Agency Test Identifier Test Narme'Renop • ' • • �►t • Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TA1IOt . • J /16/96 25- 7438 -3 SSTD'1,1 t • • is ..a0/. %95 25- 7438 -4 ..' : : •.. 25- 7438 -7 SSTD 11 -93 1.1/02/95 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 Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with 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 2 F= MS W NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 • • • • •• .• •: .:• :•••� • • : • • • • • .. •••• • • • • • • ; . ••• . • o *00 • INSTALLATION: i • • • • • •• •• • 1. 1:1:1.3,1:14 U1 tip flay be"usadivvith any roof tile assembly having a current NOA that lists uplift resigtabc& val4s vwitdI the sae ofPolypro® AH160. 2. Pol}?proit AH160 shall be applied in compliance with the Component Application section and the corresponding Place :pert 140 214 noted herein. The roof tile assembly's adhesive attachment with the uteaPilyprolltA7144 s all provide sufficient attachment resistance, expressed as an uplift based'systeri, Witeet,arexpebd•the uplift resistance determined in compliance with Miami -Dade Country «dAfing 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 tinier 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. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 ' 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH 160 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 •• • •• ••. •.• • • • • • • • • • • • • ••• • • • 0 •• •• • • • • • • • • • ••• • • • • 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 • • • • • • • • ••• ••• ••• • •• ••• o •• ••• ••• • •• • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • ••• • • • ••• • • • • • • • • • • • • • ••• • • • • • • ••• . • • • ••• ADHESIVE PLACEMENT D .,3.. •: • •e ... DOUBLE PATTY • . •' • • • • ' • • • ••• • '•� • • • . • END OF THIS ACCEPTANCE NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 NOTICE OF COMMENCEMENT 1 11 1111 11111 11111 11111 1111111111111111111 X111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 1- 3205 -009 -0083 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. CFN 2007R 0 2 0 3 4 3 3 OR Bk 25400 F's 1244; (1as) RECORDED 02/27/2007 10:57:31 HARVEY RUV'INr CLERK OF COURT MIIAl1I -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: 1 223 N.E. 99 Street Miami, Florida 33138 2. Description of improvement:Reroof to a new tile and flat mineral cap . sheet roof . 3. Owner(s) name and address: Robert Decker 1223 N.E. 99 .Street Miami, Florida 33138 Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc- 13800 N.W. 1st Avenue Miami, Florida 33168 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 0 0 6. Lender's name and address: STATE OF FLORIDA, COUNTY OF DADE 8 HEREBY CERTIFY at this is ` ,, , y of the 7. Persons within the state of Florida designated by Owner upon whom notices or provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A lirLe other docu is may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different d - to is specified) gnature of Owner s _l Print Owner's Name )eohe ` M ,- Sworn to and subscribed before me this, 9 day of Notary Public Print Notary's Name My commission expires: t..d'.07 -52 PAGE 4 5106 11111101 11/ 200.7 . `. coM+4ss7•./4 13800 N W. 1st Avenue • *•. $ �toberr �VL� ;''L Address: • -.: a ;t{ann; Miami, Florida 33168 =L ;Op NI, `°y: = � • s �3 `/�I441 11011 f\-(\ Prepared by Carlos Arocho Quality Roofing Contractor