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RF-06-2367Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP -27146 Pe ber F 9-06- 2367 Inspection Date: 04/13/2007 Inspector: Grande, Claudio Owner: SASTRE, CESAR Job Address: 1086 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060143480 Lot: Phone: 305 - 751 -0382 Building Department Comments Thursday, April 12, 2007 Page 2 of 2 APR 1 NC (i I Passed V71 ey Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, April 12, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING /25 Permit No. 'RFC - PERMIT APPLICATIO'� Master Permit No. FBC 2004 SEP 1 9 2006 Permit Type (circle): Building Electrical P bing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Patrici a ga'S re - - -- Phone# (305) 757 -2409 Owner's Address 1086 N.E. 96 Street City Miami Shores State Florida Tenant/Lessee Name Zip 33138 Phone # Job Address (where the work is being done) 1 086 N. E. 96 Street City Miami Shores Village County . Miami -Dade Zip 33138 FOLIO /PARCEL# 1 1- 3206 -01 4 -3480 Is Building Historically Designated YES NO X Contractor's Company Name Quality Roofing Contractrs . Contractor's Address 13800 N.V. 1st Avenue City Miami Phone # (305)751 -0382 State Fl a Qualifier Name Carlos Arocho State Certificate or Registration No. RC 0058627 Zip 33168 Phone# (305)710 -4600 Certificate of Competency No. 0 0 0 017 8 8 9 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 20,000.00 Square / Linear Footage Of Work: 380 0 s g f t. Type of Work: ['Addition ['Alteration ❑New ® Repair/Replace ❑ Demolition Describe Work: Reroof to a , new tile roof . Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ 4 Scanning $ 1 e Radon $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 7?._. I L' See Reverse side - DPBR $ Technology Fee $ -13 Zoning $ 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 $2500, the applicant must promise in good faith that a copy of notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ! ac°c''- " Owner or Agent The foregoing instrument was acknowledged before me this 3 day of 2001L, , by 0./-,-, e_ e et Sea sire— , who is personall MLAn) _to me or who has produced As identification and who did take oath. NOTARY PUBLIC: `■i1/4.c:oxI01IyF ®� > ®ro • oot,\ober f� ' ao 1-1°.v.:111. - 8 ,22 * Signature - Contractor The foregoing instrument was acknowledged before me this d day of 2094•9, by e d ®a who is p ovally known to me or who has produced as identification and who did take an oath. Sign: Print: My Commission Expires: �y°bo .o • ,o� aad i6•.�Un IriO•♦� &"lr$; ,k,k�lj r,111 1�- ***** **** +u*at*** *,Yir***,k,Y,t***.*&,4,k,h,Y,t,t,k*** NOTARY PUBLIC: Sign: Print: My Commission Expires: ®�tioolo QO�®to,74 \ \v- °.°.,.Fig .A. ? '.. sober 04• °I.' 2i � 76•N® E 0 v;. APPLICATION APPROVED BY: (Revised 02/08/06) 7 1� :Plans Examiner Engineer Zoning •• SEP 1 9 2006 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • •••• • • • • • • • • • ••• • • • • • • ••••••• • •••• SECTION 1524 HIGH VELL ITYFfO1 RICANE ZONES REQUIiJ MINERS NOTIFICATI9N•FOR ROOFING CONSIDET?QN& ; ••: • ; ; ;•• • • • • • • • • • • •• ••• •• • • 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 this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum retitiirkriehts.ditl•srdh.datelg of the industry for roofing system installations. Additionally, the following items should beaadressed•as art oT the agreement between the owner and the contractor. The owner's initial in the adjacent box•intiicatesrthet Rte item has been explained. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing 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. 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 of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not verloaded 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 with the Florida Building Code, Plumbing. . 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. a 3 /3 ( / C) F7 wner's /Agent's Signature Date /(71. 1./Z-.%-, c 7c, S L RFOG —2-Z6371 Property Address Permit Number Rev:1 /20 /2005,Computer Services, Building Department Contractor's Signature crf E-'?D\t7 1 of 2 http:// www. rniamidade. gov/ building /roofing_permiting/permit app_se... • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • •••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION< font> • • • • • Master Permit No. • • •• • •• • Section A (General In' ormafi np' Process No. •• • • • • ••• •••• •• • • • • • • • • • • • • • • ••• • • -. •. • ••.. Contractor's Name: Jobi4JJdress: • • • • Quality Roofing Contractors, Inc. 11086 N.E. 96 Street O Low Slope • Asphaltic Shingles Roof Category O Mechanically Fastened Tile • Metal Panel/Shingles • Prescriptive BUR -RAS 150 0 Other: 0 New Roof kY Re- Roofing Roof Type 0 Recovering 0 Repair Mortar /Adhesive Set Tile 0 Wood Shingles /Shakes 0 Maintenance Are there Gas Vent Stacks located on the roof? 0 Yes In No If yes, what type? 0 Natural 0 LPGX Roof System Information Low slope roof area (ft.2) IN /A Steep Sloped area (ft.2) 13800sgft. Total (ft.2) 13800sgft. 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. Perimeter Width (a'): Comer Size (a' x a'): 9/1/2006 10:03 AM http:// www. miamidade. gov /bldg/roofing_permiting/section d 3.html • • ••• • • • ••• •• *0 • • • •• •• • • • • • • • • • • • • • • • • ••• • • •. • • • • .. • •. • ••• • • • • ••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT BLEGTROI�IIC ABPLICATION . • • •• • • • • • • • •••• • •• ••• •• • • Section D (Steep Sloped Roof System) •• • • • •• ••• •• • ••_• • •_•• • - • • • • • •• • • Roof System Manufacturer: 'Clay Forever • • • • .... • • • • • _ - - -- Notice of Acceptance Number: 4- 0426.04 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: E45 P2:l -95.1 p3:195.1 Maximum Design Wind Pressures, (From the PCA Specific system): 166.5 Sloped System Description Roof Slope: 12 1/2 Roof Mean Height: 113' Ridge Ventilation: Ink "/12" Method of Tile Attachment: Adhesive, Large Paddy Polyfoam Polypro Altemate Tile Attachment Method: IN /A Clip Spacing for Metal Roof Panels Field: INIA Perimeters: N/A Comers: N/A Perimeter Width:1N /A Page 4 Deck Type: 1 "x6 "T& Altemate Deck Type: IN /A Underlayment type: 130Ib. ASTM D -226 Insulation/Fire Barrier Board: IN /A Optional Nailable Substrate: IN /A Fasteners: 11 1/4" R/S Nails Cap Sheet Type /Adhesive Type: Olb. ASTM felt/Type III asphalt Roof Covering: ISpanish S Volcan Terracotta Tile Roof Covering Attachment Method: IPolyfoam adhesive setting Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: 11 1/4" R/S NNails Hook Strip /Cleat ga. or weight: N/A 1 of 1 3/17/2006 2:46 PM http://www.miamidade.gov/bldg/roofing_permiting/section_e_3.htm • • ••• • • • ••• •• •• 0 • • •• •• • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • ••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMESNT lsE.fCTIONIC APINCA►1FION ••••• • • • ••••••• •• • •••• • •• •.• •• • • Section E (Tile Calculations) • • • • • • ••••••• • • ••••••.••• • For Moment based tile systems, chose Blt gr 1'0; Hi't42. 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 aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P1: 5 xA P 2: 95.1 x A P 3: -95.1 x A .255 - Mg: .05 = Mr1: .43 NOA Mf: 66.5 .255 - Mg: .05 = Mr1: 19.20 NOA Mf: 66.5 255 - Mg: 15.05 = Mr1: 19.20 NOA Mf: 166.5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: I NOA Mf: Mr Required Moment Resistance* Mean Heigh Rn Feet 15' 20' 25' 30' 40' Roof Slope 1 1 J 1 1 2:12 34.4 i 36.5 , 38.2 39.7 42.2 3:12 132.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 t 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.01 *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 3/17/2006 2:48 PM BUILDING CODE C MPLr NCE °FFmCE (RC O) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever 6801 NW 72 Avenue Suite 301 Miami, FL 33166 • • •• • • • • ••• •. •• • . • . • • •• •• • • • • • • • • • • • • • • • • • %IIAUECY3i34�i'TY.IARILIA • ▪ • • • O-DADE FLAGi R BUILDING • • • • • • • • • • •• • • •• 140 WESSTFTAGLER maw, S'GiE 1683 • • • • • • • • • "UAW FLORIDA 33130 -1563 • • ▪ •.: • :(3pS�j3Ff�5 -2941 PAX(34S)335 -2908 • • ••• •• • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docunieatation 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 Misiss ( Ittcwai Dade County) and/or the M (m areas other than Mani Dade County) reserve the *tit to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted ter, the manthcturer wiff incur the expense of such testing and the AEU 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. DESCR1PnoN: Natant by Aldus, Spanish ' Clay roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", Dakar ° eked Via. 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. TEEIMATJON of this NM will occur after the expiration date or if there has been a =vision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, fat sales, advertising or any other purposes shall aro1oi naticul1y terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTENT: 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, thank shall be done in its entirety. INST`EC1TON: A copy of this entire NOA shall be provided to the user by the mangy or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01 -0828.01 and consists of pages 1 through 6. The submitted documentation was reviewed by Prank Zuloaga, RRC NOA No.: 04-0426.04 Expiration Date: 08/26/09 Approval Date: 08/26/04 Page 1 of 6 ••• • • • ••• • • • 00 •• • • • •• •• • • • • ROOFING ASSEMBLY P QI'4 Category: Roofing Sub Category: ". • •' Ro ofi Tiles •••••Mater: • • • • • • • Cl • • • • •• ••• • • •• .. •• • • • • 0 •i • 1. SCOPE This new roakg Altusa Spanish "S" Clay Roof Tile as manufactured by Clay ft everesrlesc bfdb44 Zof this Notice of Acceptance. RV locadars where the pressure requ, $s•detbnmined by applicable Building Code does not exceed the design pressure values *wined by calculations in compliance withRAS 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 Dimensions Anulic ant (n Volcan by Abuse Length: 19.8" Spy `S "3' Width: 10 Roof Tile varying thickness T� Pixes Length: varies Width varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Aetna IBA Consultants, Inc, PRI Asphak Technologies, Inc. PRI Asphalt Technologies, Inc Roof Tile Association 3. LI TFATIONS 31 The classification is not part of this symptom Test QCations .Product Description, High profile, one-piece, `S' shaped single roll ASTM C 1167 clay tile with a nominal 2- 34inch hadlap For direct deck nail -on, mortar set, or adhesive set applications. Accessory trim, clay roof pieces for use at PA 112 hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier /397-59 • PDI-002 -02-01 PD7- O1.02 -0i 99 -0041 NTRMA Iiigh Test NafflatfRe sort ASTM C 1167 TAS 101 TAS 101 Miami Dade NOA 04/27/04 10108102 10/08102 1999 3.2 For mortar or adhesive set tile applications, a static field uplift test maybe performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform qtly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlaynnent shall be in compliance with the applicable Roofing Applications Ards listed sew 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular. to the roof slope rimless stated otherwise by the underrlaynnent material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 04-0426.04 Expiration Date: 08/26/09 Approval Date: 08/26/04 Page 2 of 6 4. INSTALLATION 4.1 Volcan by Altusa Spanish'' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Sjagdtd.RA4 $204 • . .' .. • • 4.2 Data For Attachment Calculations .. .. : .. . • . ••. • • • • • • • • • • • • • • • • • • • • ••• • • • • . • • • • • • .• • • • • • • • • • • • • .. •• • . .•.. • .. ••• •• • • • Table 1: Average Wefgltt (ii9 eridAniptplp t s {1 p w Profile Volcan by Altusa We gIM -W ttib1) .. ::1a't l .. • 7.1 1.650 Visfd -w tit) 0.833 TIt Profile j iroican by Altusa Table 2: Aerodynamic M titers - �, (f t Batten Application Direct Deck Application 0.235 0.255 Table 3: Restoring Moments due to 2": 12" or tees lit -b0 l Direct Deck 3 ": 12 4 " :12" 4.78 5.12 Batten J Direct Batten Direct Deck Deck 4.71 5.05 4.62 4.96 5 ":12" 6 ":12" 7 ": 12" or greater l_ Batten Direct Batten Direct Batten Direct Deck Deck Deck 4.51 4.84 4.38 4.67 4.25 4.55 NOA No.: 04-0426.04 EsptraHon Date: 6 Approval Date: 08,26/04 Page3 oI 6 The Profile Vo%a by Altusa ... • • • ••0 • • • .• .. • • • • • .. • • • • • Table 4g.rit, .• Fastener Type • • • • • .. • • ••.. . • • •••• • • • • •• ••• 2 -}OdR a stai'ace Expressed as for Nall-On Systems • Direct Deck • • • pvgla"n 15/32" 'plywood) •• 28.8 a Moment - Mt (ft Ibf) Direct Deck Battens (Min. 19/32" plywood) 41.2 19.4 2.8 2 -10ct SmootMof Screw Shank forts 1 .#8 Screw 2 6.9 28.7 1-10d Smooth or Screw Shank Naff (Reid CEP) 1 -10d Smooth or Screw Shank Nail (Eave Cfipj 2-10d Smooth or Screw Shank Naffs Red Cik4 2 -10d Smooth or Screw Shank Nails (Eave Clip) 582 9.2 28.7 23.1 29.3 58.2 23.1 7.3 N/A 28.8 19.0 29.3 24.0 27.6 27.6 38.6 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Ti Profile Volumby A14asa Adhestva 2 See manufactures component approval for installation requirements. 3 Flealbk?Produoter Company Te9ondAverag+e ale'! ' 10.7 grams. P oam Prod . Inc. Av e we • +_:,!, 8 • rams. Minimum Attachment Resistance 29.36 Table 54:: A1tachment Resistance &pressed as a Moment - M1 (ft lb1) for Single Patty Adhesive Set Systems Tile Trie Application Profile j Minimum Attachment Volcan by Altusa p j Resistance olyioam PoIyProTM 66.5" Potyfoam PotyProTM 38.7° 4 .: ~' of c , rams of Po - roTM. Medium paddy placement of 24gr ams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mt (ft Ibf) for Mortar Set Systems Tile Application Mortar Set' Tile Volcan by Altusa 1 i Attachment Resistance 24.50 NOA No.: 04- 0426.04 Expiration Date: 08/26/09 Approval Date: 08/26/04 Page 4 of 6 5. LABELING • • ••• • • • ••. •• •• • • • • •. •. • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • All tiles shall bear the imprint or identifiable mariemg of the mraufactunes Mane or logo, or following statement: " Nfiami Dade County,Procit Controlikgpro e4'.0 • • • • • • • • • 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 r�ir byxb •• dtgg Official or applicable building code in order toi ' o1,41TIalpfle the instillation of this system. N ©&N o.% 1144426.04 . Expiration Date: 08/26!09 Approval Date: 0W14/04 Page 5 of 6 • . ••• • • • ••• • • • • • .. • • • • • • • • • • • • • • • • • • • • VULCAN `S' STATUE CLAY BARREL ROOF TILE PROFILE DRAWINGS . • .. .. .. .. .. .. • • .. .. .. • • • • • • .. .... • .... ..... • ... • • • • • • ... • . • -._ .• • . . . . . • • • END OF THIS ACCEPTANCE NOA No.: 04- 0426.04 Expiration Date: 08126/09 Approval Date: 08126/04 Page 6 of 6 M1AMI•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 • • tyIET1, q -DADE FLAGLER BUILDING •: : 410•WLS"' $I.AGLER 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 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® AI1160 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 JRrge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • • • • ••• • • •• •• • • • • • • • • • • ••• • • • • • • ••• • • • • • • • •• •• • • • • • • • • ••• • .0 ROOFING ASSEMBLY 4PPt3,O•V�,: Category: .' :: :RSoI`idg . • • Sub Category: ' •' • •'Roottrle adhesive• • • • • Materials: Polyurethane • • •••• •• ••• •• • • • •• SCOPE: . • • This approves Polyprog; H4 04:41ablifa4tutedhy 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 Polypro 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 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services • • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • •• • • • • •• • • • • • • • :TestiVamg/Report: TAS 101 • TAS 101 Test Identifier : #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01 -6743 -011 01-6739-062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 • • ••• • • • • •• • • • • • • • • • • • . • • • • • S'STD 41 ?3 ' • SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 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, W 2: F1= MS NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 ••• • • • • •• •• • • • • • • • • • • • ••• • • • • • ••• • • • • INSTALLATION: ••• • • • •• •• • • • • • • • • • • ••• • • 1. Polypro® Amu Rtay be used witheari tot the assembly having a current NOA that lists uplift resistance value: id: the pse ofVolypgd® A111160. 2. Polypro® AH160 shall be 41 1fe'din compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of PolypP4 ABw16.01141f prpvl ie* Sufficient attachment resistance, expressed as an uplift based system, tojneet 6; etttled the iTTitift resistance determined in compliance with Miami -Dade County Roofing Applic&ion $taaaa;ds:RAO 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. 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® 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 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• e • • • ••• ADHESIVE PLACEMENT DETAIL 1 SINGLEhkery• • •• • •• ••• • • • •• • •• • • • • • • • • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04 /13/06 Page .5 of 7 ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • ADHESIVE PLACEMENT DETAIL 2 • • • • • AGILE PATTY • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• ••• •• • •• ••• •• • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 • • .•• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 3 DouBlit'gm.; • • • • • • • • • • • • • • • • •• ••• •• • • END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 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 9072 Owner's Name: Job Address- 0 x !p • 6 9 (P o I Roofing Contra tQr- ' Type of Tile: u S Alt 1,6&C 4 40 1 — Fey i Date Installed- -2'13' c'g- Approximate Roof Height: feet Roof Pitch: Type of Access to Roof: Scaffolds -'Ladder Other Approximate Square Footage of Roof: 31g00 ft2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested- 3- r h v 4 SITE SPECIFIC INFORMATION Permit # �� TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pup Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 ®1� 26 . 51 78 2 � 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 88 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 BM! D BY: Lab Certification # 98- 0608.04 P.E. State of FL Certificate Authorization # 4100 Sketch of Roof Job (42 849 1..1 61“-(7) Sheet Nmxtber *Zof Contractor Q' Tk t Checked By Scale (-7 f-toe-e---9 re, Ftw4 INIMMEMMEREMMOMMEIMUMMIMMEMMAIEM mmilmommilmammgmmummossamm mumummommommumwmommimmammumm 111111111111111,111111/11111111 momminnommimmaimmaxammessmum 1111111111111111111111111111111111IMMIi 1111111111111111111111111111 1111111111111■11111111111111 INERMIEMEMINI EMI .k1 iS) 11111111111111111111MMEMILNIMMEMIIIIIMMUMEM11111 11111111111111111111M1111 1111111011111111111111111 1111111111111111111111111 11111111111111111111111 11111111M 111111111111111.111111 , mommommilmcommassmommummiimmi 1111111111111111111111111MMISEMEMWMAMIIIIIIIMMI 11111111111111111111111111P11111 immummomm...mommiNimmi 1111111111111111111111011111111111011111EMENVIIIIIMMI 11111111111111111101M11111111111111KRAIMIWIPAIMMI 111111111111MEHMIIMEINIMINUESIMIIMPEMIUMMI 111111111111111111111111111111111111MEM11210111111 sommummumememmummirrimmommilmom minimmommommomminiMmiUMMOmmum I I _Notes: tA/0-9154- $ • ccia: • 4-1-- 1 -1- - 11111111111 1111111111111111111111111 II1 NOTICE OF COMMENCEMENT CFN 2006R0981739 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTICRIi E:k 24904 Ps 32911 (1a9 RECORDED 09/13 /2006 12:08:02 HARVEY RUVII4, CLERK OF COURT TAX FOLIO NO.1 1 -3206- 014 -3480 FIIAMI -DADE COUNTY? FLORIDA LAST PAGE PERMIT 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: 1086 N_R_ 96 StrPPt Miami Shores, Florida 33118. 2. Description of improvement: Reroof to a new tile roof. 3. Owner(s) name and address: Patricia Sastre 1 Interest in property: 01.7m.r Name and address of fee simple titleholder. N/A 4. Contractor's name and address: _qua i y Roofing on a or_ , Inc 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: N /A Amount of bond $ On 6. Lender's name and address: " e* :° • F FLOR;D CCU ? 1'` CE HEREBY CER1,r ' L rd u wi[J�ie ;o Itr wmv "s " rla and C[i HARVEY R CLER. BY cur/ Cm± rrs GUD 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 r f ocuments may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor'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 date is specified) Signature of Owner Print Owner's Namegifr/ IR �-1 • ��� � Swom to and subscribed before/ e this 3 / Notary Public: Print Notary's Name: My commission expires: Prepared by Carlos Arocho j Quality Roofing Contractors day of 20?C� ... ldress: 13800 N. W. 1 st Avenue .as..•" GQA4M/�'� 4 ' Miami • .„ Florida 33168 ,a