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RF-10-102
Inspection Number: INSP- 133973 Permit Number: RF -1 -10 -102 Scheduled Inspection Date: February 25, 2010 Inspector: Bruhn, Norman Owner: HUMPHRIES, CHARLES Job Address: 9127 NW 1 Avenue Miami Shores, FL Project: <NONE> Contractor: FLORIDA ROOF TECH CORP Building Department Comments RE ROOF TILE Passe e �U r�� /O Failed Correction Needed Re- Inspection Fee February 25, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 G� Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1131010160100 Phone: 305 -557 -9685 Page 11 of 25 1 RE: Permit # �� INSPECTION AFFIDAVIT I adi/u , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCC . f� 2 - 94 (V V On or about 0 i/0//2/597& (Date & time) secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation tro I�Pdl (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the aboye property mentioned. day of 66 / 2010 tiPA; ;uei CAR-OS ALBERTO CAsAs Notary Public, Sate of Florida at Large COMMISSION * r1 a EXPIR sf •• �� Bomledihru � �OF F�� *General, Building, Residential, or Roofing Con ractors or any individual certified under 468 F.S. ES: Novembe 8ud to gdN�atY mak5 e 2013 such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Sworn to and subscribed before me this Miami Sdafte4Veigole D 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com 9/ 7 / 0 2) , I did personally inspect the roof deck nailing and /or �a / / 'gam x # 47 DATE: 9 (20-o Job Address: Contractor: Type of Tile: Type of Access App. Sq.Ft: Vinayagar M. Balakrishnan V, P .E. State of Florida Lic # 63107 FLORIDA INTERNATIONAL ENGINEERING & `TESTING LAB mair-omovaromfrearraknoN FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07 -0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION Z `Z Alit) /,L SO �/ t�3,awner's (3 ii) A = I 4/ Permit P Install Date • - 1 ® 1-Invig VetPle; .444— ..4i.1 - Height / / Floor: 1 : Scaffolds: Ladder: Slope: S:_i_a_- Test date: 1- 2* --Joie - 2 iFoc Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X Shimpo Instrument TEST RESULTS P= PASS,F =FAIL N2 1645 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 �7r� -SAD 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. IIMIIIIIIMMINEWE IH rTW�,.d 4 IHMEIUMBIHMIUM BainibiltilIMIIIIMMOIBEI ansaiitlitliffli 11111111H11 0 siasitatalla 1 aimanammunumium;,„ ,,., ''',4(M ». ramm ► OM M,,;,1 ii n E II E��/ tt > IliniinnIUMIUMMIR lialliUMBIMIHIMI 111111 ... Project Address Parcel Number Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 9127 1 Avenue Miami Shores, FL 1131010160100 Block: Lot: CHARLES HUMPHRIES Contractor(s) FLORIDA ROOF TECH CORP Phone 305 -557 -9685 Cell Phone Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $15.00 $5.00 $300.00 $12.00 $20.00 $352.00 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy January 26, 2010 Expiration: 07/24/2010 Type of Work: Re Roof Additional Info: TILE COLOR THRU Classification: Residential Invoice # RF -1 -10 -36865 RF -1 -10 -36865 Check #: 008032 Total Amt Paid Amt Due $ 352.00 $ 302.00 $ 352.00 $ 352.00 $ 0.00 50 Applicant CHARLES HUMPHRIES 9127 NW 1 AVE MIAMI SHORES FL 33150 -2248 n...m// //,G '2,AC: 4.4,ld Via•. Valuation: Total Sq Feet: $ 24,800.00 2777 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. January 26, 2010 Date 1 NOTICE OF COMMENCEMENT 1 1 1 1I11 11111 11111 1111111111 111111111111111111 k RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO..__ _.----- _.__ - .- - TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF t• -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statu:es, the following information is provided in this Notice of Commencement. 1. Legal description property and street/address: qi 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 5. Surety: (Payment bond required by owner from contractc If ny) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner � p vN4igion i str rtb OF FLORIDA, rYmtMig Section 713.13(1)(a)7., Florida Statutes; Name, address and phone number:rrgiitf in This 8. In addition to himself, Owners designates the following person(s)- fez 713.13(1)(b), Florida Statutes. By Name, address and phone number: • 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDEREC . IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713 :13. FLORIDA STATUTES, AND CAN - RESULT 1N YOUR PAYING TWICE FOF IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF. COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,'CONSULT WITH YOUR LEND R OR AN:ATTOR BEF.' C M . CING WORK OR RECORDING YOUR NOTIC- OF.COMMENCEMENT; ® I • it 'gnatur of n ) o r�wner .. d 6a.? 7 C, , • `, r (rector /Partner /Manager �i 7�" Y By i !> Authorized Office /D' Print Name C.r,L.02LF•S /4/jy)"p /a /iS Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE • • • The fore ng in trum n was afknowledged By /�..� , .- -€ il�//1 - tom . . Cl Individually, or a as • for • ❑ Personally known, or `•produced the •following t g type of identific Signature of Notary Public: . • Print Name:' • (SEAL) s MYCOMMISSION # DD 907685 . •VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES d). `Q EXPIRES :November 15, 2013 Under penalties of perjury, 1 dedtare that 1 have read•the foregoing and r•Ti, •o . NO that the facts stated in it are true, to the best of my knowledge and belief. CFN 2010R0047314 OR Bk 27158 Ps 1475i (1P9 D/b - p/ aD RECORDED 01/25/2010 09:22:50 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE z7 Am) kfiq- L?//hn/ 465 - . .3.IAS7J /.VC By s Authorized Officer /Director /Partner /Manager who signed above: Space above reserved for use of recordinc ' OF DADE A r 'y se oi f f ..2,®40• BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) 9 /43 /k) /Ai • Type of Work: ❑Addition ❑Alteration ❑New Describe Work: , (..a Q r\ Q IMOMVRIT JAN 21 2010 a BY: Permit No. RF 10 — l OZ. Master Permit No. Permit Type (circle): Building Roofing /4/0.0144.5. / Owner's Name (Fee Simple Titleholder) ��,E3 it . Phone # Owner's Address 4/27 /no / city Al • gik2es state Itt, Zip n/5 Tenant/Lessee Name Phone # 4r) ifi/ City Miami Shores Village County Miami -Dade Zip ?o4. 1 F O L I O / P A R C E L # 11- 8/ o / - a/6- O/ 0D Is Building Historically Designated YES NO ye Contractor's Company Name /14/44 Z0 TAI Grt, Phone # Contractor's /- Address 1 W 78 6l City A /ak 4 State /%L Zip 7.9 Qualifier Name gilt yt�. ? Phone # e4(9 $J State Certificate or Registration No. C fL —1 R. lqr'Certificate of Competency No. 4r) .55'7 -96 ts Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ?,4 g J Square / Linear Footage Of Work: ?,73 0 Repair/place 0 Demolition * * *** ** **** ** are* ******* *** **** * *** ** * *F * * * * * * ** ** *** r *** ** r* are * ** * * ** * ****** ** *rye ** Submittal Fee $ So. 00 Permit Fee $ 0 0 CCF $ I S .00 CO /CC Notary $ Training/Education Fee $ 00 Technology Fee $ Scanning $ 12 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ -r, See Reverse side -+ E• - 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 r inspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this ZI day of ,21\0 by who is personally known to me or who has produced i) £--. As identification and who did take an oath. NOTARY Sign: Print: My C ** * ** APPLICATION APPROVED 13Y: (Revised 07 /10/07) C: ssion Expires: ,�;= 144,14 - : • _._. * MY COMMISSION # DD 907685 EXPIRES: November 15, 2013 * *held inieeMNebtpiaieee * * * * * ** Signature ) Contractor The foregoing instrument was acknowledged before me this .74 day of Pr , 20 (v, by AW 6),(. A who is finally known)) me or who has produced NOTARY PUBLIC: ** as identification and who did take an oath. Sign: Print My onm fission Expires: * `c CASAS * MY COMMISSION #DD * EXPIRES: Novenl5, 2013 Plans Examiner Engineer Zoning We/40d Sifted ?/urea9e ve4 2,04/affree 10050 NE 2 Ave * Miami Shores, FI 33138 Phone 305 -795 -2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: ' Z Roofing Permit Number: Dear Building Official: State of Florida County of Dade Notary Public, Sate of Florida at Large N 1 4 ' 6 1 ,'bge-:e - day of Date: 0/2-(4070 r certify that I am not required to retrofit the roof to wall connections of my building because: ¶The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) olkittei ahapleatoS- Signature Print Name The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this CCM o o44 7 r ks 4 ''? "%t CARLOS ALBERTA CASA,S t_ * MY COMMISSION ✓# DD 907685 EXPIRES: November 15, 2013 � FoR Bonded Nu Budget Notary SeMOAs * When the just valuation of the structure for purpose of ad v lorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building a lication from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Primary Zone: 08W SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,846 Lot Size: 8,663 SQ FT Year Built: 1957 $50,000/ $74,610 MIAMI SHORES MANOR City: PB 45-13 LOT 9 LESS L L Legal N10FT & N5FT OF LOT esaripUan: 10 & W5FT OF S82.5FT OF N92.5FT OF LOT 12 LOT SIZE IRREGULAR OR 17919-0736 1297 1 Year: 2009 2008 9127 NW 1 AVE Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable 9127 NW 1 AVE MIAMI Value: Value: Regional: $50,000/ $74,610 $50,000/ $74,486 County: $50,000/ $74,610 $50,000/ $74,486 City: $74,610 $74,610 $50,000/ 074,486 School Board: $25,000/ 099,610 $25,000/ 099,486 Folio No.: 11-3101-016-0100 Property: 9127 NW 1 AVE Mailing CHARLES E HUMPHRIES & Address: RICHARD DIRENZO 1 --- -- -2 9127 NW 1 AVE MIAMI SHORES FL 33150 -2248 ariENNIEN 2009 2008 2008 fRrr $25,000 $25,000 MITC=75.1111EEM $297,939 • ._IZEg 1 --- -- -2 $124,810 ariENNIEN 2009 2008 fRrr $25,000 $25,000 MITC=75.1111EEM MUM • Miami -Dade My Home Show Me: Property Information Search By: Select Item lid Text only My Home ratan,n' a *e.+ov Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale information: tCeb IIMn• 117/1007 ACTIVE 100L:SELECT ,' Digital Orthophotography - 2007 Web Site © 2002 Miami -Dade County. All rights reserved. My Home 1 Property Information I Property Taxes I My Neighborhood !Property Appraiser Home 1 Baffin Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer 0 110 ft Seek If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Page 1 of 2 Legend 4 ,4 " Property Boundary Selected Property Street Highway MIamI -Dade County Water s http: / /gisims2 miamidade.gov /myhome /propmap.asp 1/14/2010 TaCT JO 21 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ° PL ICATIOt1 FORM AND ATTACH THE REQUIRED DOCU!<1ENTS AS Y•P ° ° ® ° � ROOFING PERMIT NOTED BELOW. • • • • • • •• •• •• • • • • • • • • • • • • •■'' High Velocity Hurricane Zone Uniform Roofing Permit Application MtAW -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Form 3 . Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5 . Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F" Form) Re roofing or t . A pY.Rtq� T r ed Roof Testing /Calculation n,,,...___ F • on ••• • •-4. • • • • .G,; .:, r • • • • • • • • •• •• • • • ••• • • • ••• Roof System Low Slope Application Prescriptive BUR RAS 150 Asphaltic Shingles Concrete or Clay Tile Metal Roofs Required Sections of.the Permit Application Form A, B, C A,,B,C A, 8, D A, B, D, E A, 8, D Wood Shingles and Shakes Other As Applicable A, B, D Attachments Required See List Below 1 ,2,3,4,5 6 7 4,5,6,7 1 ,2,4,5,6,7 1 , 2 ,3,4,5,6,7 123456] 1'2,4,5'6'7 1 , 2 ,3,4,5,6,7 1. Fire Directory Listing Pa 2 . From the Miami -Dade County Notice of Acceptan P NOA Cover Sheet NOA Specific System Description F NOA Specific System Limitations .J NOA General Limitations Applicable Detail Drawings • • • • • • • •• •• • • • • • INSTRUCTION PAGE ATTACHMENTS REQUIRED nal data reasonably required by the Building Official integrity of the roofing system. Page 1 e iv" ami Shores Villa �e pp APPROVED BY DATE ZONING DEPT BLDG DEPT I /i6 w SUBJECT TO COMPLIANCE WITH ALL STATE AND COUNTY RULES AND REGULATIONS FEDERAL TaCT JO 21 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ° PL ICATIOt1 FORM AND ATTACH THE REQUIRED DOCU!<1ENTS AS Y•P ° ° ® ° � ROOFING PERMIT NOTED BELOW. • • • • • • •• •• •• • • • • • • • • • • • • •■'' High Velocity Hurricane Zone Uniform Roofing Permit Application MtAW -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Form 3 . Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5 . Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F" Form) Re roofing or t . A pY.Rtq� T r ed Roof Testing /Calculation n,,,...___ F • on ••• • •-4. • • • • .G,; .:, r • • • • • • • • •• •• • • • ••• • • • ••• Roof System Low Slope Application Prescriptive BUR RAS 150 Asphaltic Shingles Concrete or Clay Tile Metal Roofs Required Sections of.the Permit Application Form A, B, C A,,B,C A, 8, D A, B, D, E A, 8, D Wood Shingles and Shakes Other As Applicable A, B, D Attachments Required See List Below 1 ,2,3,4,5 6 7 4,5,6,7 1 ,2,4,5,6,7 1 , 2 ,3,4,5,6,7 123456] 1'2,4,5'6'7 1 , 2 ,3,4,5,6,7 1. Fire Directory Listing Pa 2 . From the Miami -Dade County Notice of Acceptan P NOA Cover Sheet NOA Specific System Description F NOA Specific System Limitations .J NOA General Limitations Applicable Detail Drawings • • • • • • • •• •• • • • • • INSTRUCTION PAGE ATTACHMENTS REQUIRED nal data reasonably required by the Building Official integrity of the roofing system. Page 1 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 requirements and standards of the industry for roofing system installation . Additionally, the following items should be addressed as part of ttie agreement between the owner and the con(ractor. The owner's initial in the adjacent box indicates that the item has been explained. n 1. Ae sthetics - Workmanship: The workmanship provisions of Chapter 15 (Hich Velocity are for the purpose of providing that the roofing system meets the wind resistance and Hurricane 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 a dressed as pad 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 Cod (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 shot id 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 tow -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 roo ng system is removed. Ponding conditions should be corrected. rid / SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED 0WNERS NOTIFICATION FOR ROOFING CONSiDERATIONS 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ov rflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance wit the Florida Building Code, Plumbing. / 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the e ice life of the roof. Owner's /Agent's Signature Date q/2 7 it/W /A) . /*Chirligj nib Property Address • .. .S• • • • • • •• • • • • • • •• ••• •• • • • •• Rev ::1 /20/2005,Computer Services, Building Department • •• • • ••• • •• • • • •• . •. • • , • • • • • • • • • • .• . • • • • 1 •. •. • • •• •• • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • •• • • • •.• • • • • • • • • • • • •• • • • . • •• •• •• ••• • • • i•• • • Permit Number c or's Signature ff • • • • • • • • • • • • ••• • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: r : E Low Slope E Asphaltic Shingles E Prescriptive BUR -RAS 150 Roof Type r New Roof 15CRe- Roofing E Recovering r Repair r Mainte Are there Gas Vent Stacks located on the roof? r Yes !No If yes, what type? r Natural E LPGX �y Roof System Information Low slope roof area (ft.') r�0 - Steep Sloped area (ft.z) 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'): I • IMMIN MMZE E� G..Nl.7nN.ilm ■/../..•u i .MM /./►.dI ....!; S7 Cii1!! N..■.. WA RRREMEMMN....N.HOWNNI././CRIMS 1 — •••• r ►:aaaaala■aaaaaa iannio a lIyN......■MMI0.11 ONZO . f AIRMMN . . NN .P........,.mhiil�ir�mm.l•.>•.ml ggnugpAK'i•� Ultf ..If..1i_�a�.... ....r....►".....—.�,�.. .,.�..r- .� "c=EMI �lI..IR... ■•_ .rAIR •.........► ■.. P2MMUMiliiiiiS ...h,�..11)•►ir.... .B a ll Etii • 11■ w..EM BIR P.-. ....N.N...N.N...IMIZIM.tr.....m ■....►o wurl.■■r:.■■r .n ................N.....mi o........ ■...■■.■■ n..>. M..'; i.■ u..■ ■......PRd .............A..r.... ■..Il.> MOMMW■Pi.l!Sn...rcM...MOMMEM .nRAMMN......M...1.... ■MMIMO ..■.. Am. w.■..■ rr.. ■■..N..n.s:wm ..............ummi ■........r d21• %l.....il.....MI...!EM.........1•/.....1.... ■. 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N■MM...........P2ri......A.N..NI IMMO MMUMNO�i�i I NI UMUMUMMUIEr i niiiii NUr Rr.. erg. em. ■coa.oi.■......N.........i_.es II= ■.....N • • -• • j •••• • • •••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• •• • • ••• • • Section A (General Information) Process No. Roof Category E Mechanically Fastened Tile ✓ Metal Panel/Shingles ✓ Other:I Section B (Roof Plan Page 2 'Mortar /Adhesive Set Tile Woo NtO C-tAs VeKS Total (ft.' 0 Roof System Manufacturer: Mp NI Er_t2_ LIFa rtL-e- LLC Notice of Acceptance Number: 09- l0 ,3 f 0-1" Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations) _ oS P2: - 78 4 P3: _. /f@ ' 1 Maximum Design Pressure (From the Product Approval Specific System): c s - . I Ridge Ventilation? NONE Mean Roof Height: t 3r 7 .. ... • • • • • .. • • • • • • • • • .. ..• •• • • • •. • •• • ..• •. • • • • • • • • • • • • • • • • • • • • • • • • Steep Sloped Roof System Description Deck Type: Type Underlayment: I l QUA. 3o ASTt\ M,fc MA tom`( Fasr go • . • . • • • • • • Insulation: _ \ Fire Barrier: I • vW bo D Fastener Type & Spacing: Adhesive Type: 1 Type Cap Sheet: Oe - ASPil* r Roof Covering: L °o Type & Size Drip ) Edge: W.! 4104944 .01c- I A.K. 6 ; 2 1. 6 6 4 c. Frei, pGy vA o eau- 15.34 • : • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • • •• • • Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) FLORIDA BUILDING CODE — BUILDING Where to Obtain information Description 15' Where to find __Symbol Design Prrsure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based onASCE 7 Mean Roof Height H 9 Job Site Job Site Roof Slope Aerodynamic M�ultOlier ). M Product Approval Product A.. royal • • ; R eling�tgmgpt t(tite tpTirarin. • • • • • A acll l&c;istance Mr Product Approval • • • • PaquireihMernont Resistance Ivl, F Calculated Product Approval �• MitTitl'ium AttacmcTit IPeTtstance Required Uplift Resistance F, W Calculated Product Approval Al,erage Tile Wei ht • • • • • • • Ti Orn1 s • • .. s • • • • • 1• length w width Product Approval ,Ttl c4igat�' n d be jyl+m�tc to the Mat UtTicial at the dme of permit appliatiun M,,Required Moment Resistance' Mean Roof Height --I.. Roof Slope l i r 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 3T.3 5:12 28.4 30.1 31.6 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 30.0 •• • • • • •• • • • • • • • • ••• Florida -Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form. For Moment based tile systems, choose either Method ( or 2. Compared the values for M with the values from Mr. If the M values are greater than or equal to the Mr % alues, for each area of the roof, then the tile attachment method is acceptable. Meths "d "Moment Based Tile Calcujttigns Per RAS 127" (P x 1� O• < 1,, M` M Product Approval M, (P.: _ x A OW = y /') - Mg: = M 'Product Approval M, (P I / f .` ,x A La tt F ' . 2S - Product Approval M, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is'acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" I: _ = _ x w: _ )-W: _ x cos B = F ri : product Approval F' (P:: xis _ _ _ x w: _ ) - W: _ x cos 6. _ = Fn: Product Approval F' x I: _ = x w: = ) - W: _ x cos B: _ = Fn: Product Approval F • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • it • • • • • •• •• • • • •• •• ••• • • • ••• • • Section E (Tile Calculations) Product Approval M, HIGH - VELOCITY HURRICANE ZONES 44.23 • M IAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Vanguard Roll Concrete 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 ", 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. •• •. ••• • • • • • • Tliis NOticiiiisi of a es.l through 7. Thp.tulltattect egoevieptitiggwas reviewed by Alex Tigera. • • •• • • • • • • • • • • •• • • • • • • .•• • •.• ••• ..• . • • • • • • • • • • • • • • • • •• • • .• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: I. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Vanguard Roll Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engirt ring Iac ; ; • •• . • • • ••• • •�edl T i 1b a ••' • ••• • • • • • • • • • • • ••• ••• ••• • • • • • • • • • • • • • • • • -; 1 6 �-...: • • •. • • • • y,, ,� � ` • • • • • • (. ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• • • •• • • • • • • Roofing Low Profile Roofmg Tiles Concrete Test Product Dimensions Specifications Description 1= 16 -1/2" TAS 112 Low profile, interlocking, high pressure w = 13" extruded concrete roof tile equipped with one V2" thick nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 1= varies w = varies varying thickness Test Identifier Test Name/Report 7161 -03 Appendix III 7161 -03 Appendix II PO402 94 -060B 94 -084 P0631 -01 Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Wind Tunnel Testing PA 108 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering •• ••• • • • • • •• •• • • • • • •• ••• •• • ••• • • • • • • • • • •• • • •; �;; ; • • • • • • • • • • • � � • f ` ••• • • - •• • • • • • • • ••• • • • • • •• •• • ••• • •• • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • •• • • • • Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test Name/Reuort Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Vanguard Roll Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - X (ft Tile A. (ft A. (ft Profile Batten Ap • lication Direct Deck Application Monier Lifetile Vanguard- Roll Tile 0.266 0.289 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations •• ••• • • • • • • • • • •• •• •• • • • ••• • • • ••• • • • • • • • • • • • • •• • • • • •• • •• • ••• •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• ••• • • • (.� • -- • • • lam. c • ▪ ,7 r f • • • •• • •• • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 tame 4: Attacnment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Vanguard Roll Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 • Table 6: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier Lifetile Vanguard Roll Tile Adhesive' 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Single Patty Adhesive Set Systems Tile Application Tile Profile Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Polyfoam PolyProTM Polyfoam PolyPron' 3 Large paddy placement of 54grams of PolyProTM. 4 Medium paddy placement of 24grams of PolyProTM. •• ••• • • • • • •• 86.61' 45.5 • • • • • • • • • •• •• • • • •• • ••• • • • • • • • • • • • • • • ••• ••• ••• • • • • • • • • • • • • • •• • • •• • • • • • • • ` y< _ • • ••• • • •V.410. • • • • • • ••• • • • • P` • • • • • • • • •• • • • •• •• • • ••• • • ••• • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Vanguard Roll Tile Mortar Set 20.60 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". • • ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • •• • ••• • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • �TL:(i,1f• • • • C •• • • • • 1 •• • • • • •• • • • • .• • • • • • • • • • • ••• • • • • • • •• • VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH TILE 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.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• . • • • • • • • . • • • • •• • • ,,V CO MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE . ••• ••• •. • • • • • • • • • • • • • • • •• • • •• • • • • • • • • ;,... �i • • ••• • • • • • • • • • ''( ±'` •••• • • • • • • , L P`S ', ' • • • • • • • • • • • • •• • • • ••• ••• ••• • • • ••• • • PROFILE DRAWING END OF THIS ACCEPTANCE NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 • • • •• • • • • • M IA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 -2930 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: MLT TileSeal 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 • "di§Pllytd;th 41411 2done in its entirety. • • •• • • • • • • •• • • • • ••• • • •'INSIOr 11OJ : A 4opiN 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. •_••. •• •••. • •• • his N consists ot pa es:1 through 3. 113e Sub ,jtt*d tiotun�nt�.titn was reviewed by Jorge L. Acebo. • • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 08- 0107.02 Expiration Date: 07 /31/12 Approval Date: 05/15/08 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product MLT TileSeal EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT- Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: • • • • • • •• ••• •• • • Surfacing: • ••• ••. ••• • • • • • • • • • . • • • •• •• • • • • • • • • •••• • • • • • • • 4 PRIVED, • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Roofing Underlayment SBS Dimensions 36" x 33.3' rolls 36" x 66.7' rolls Test Identifier R14610 02 -012 NEI- 006 -02 -01 NEI- 008 -02 -01 NEI- 045 -02 -01 NEI- 053 -02 -01 Test Product Specification Description TAS 103 SBS self - adhering asphalt sheet material with a white glass re- enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05 /01/08 Wood, non - insulated, new construction 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 266 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of MLT TileSeal Underlayment with a minimum 4" side Iap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the . " "' • • • • • aue!nbrane is applied. Vertical strapping of the roof with MLT TileSeal • I•Jnderlayment is acceptable. • •• Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened • •Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle :asstntblies. NOA No.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. MLT TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. MLT TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. MLT TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base /Anchor sheet underlayment. 5. MLT TileSeal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for MLT TileSeal underlayment shall be 6:12 when tiles are loaded directly to the MLT TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12 ". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12 ". 9. MLT TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing MLT TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If MLT TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of MLT TileSeal underlayment shall be applied over the underlayment. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the • • • • 1l'tliird -Iale Cone Product Control Seal as shown below. • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • •• • • • • • • • •• • • •• • • • • • ••• • ••• ••• • • • • • • • •• • • • • •• • • • ••• • • • • • • • • •• •• MIAMHADE OUNTY APPROVED END OF THIS ACCEPTANCE NOA No.: 08- 0107.02 Expiration Date: 07/31/12 Approval Date: 05/15/08 Page 3 of 3 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AIIJ (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 JSrge L. Acebo. •• • •• • • • • • •• • • • • • • • •• ••• •• • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• ••• • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET', SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: M aterials: SCOPE: This approves Polypro® AH160 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 Polypro® AH160 N/A Foampro® RTF 1000 N/A ProPack® 30 & 100 N/A 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: Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Property • The uhysic� 1 p� pperties listed above are presented as typical average values as determined • • • 4STM test methods and are subject to normal manufacturing variation. • •• ••• • • • • •• ••• • • • • •• • • • • • • • • • • • •. • • • • • • • • • • • • ••• • • • • • •• • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • •• • •• • • Roofing Roof tile adhesive Polyurethane Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 ° F., 100% Humidity, 2 weeks 86% NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2of7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25 -7438-4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04'30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile 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 their tile assemblies shall test in accordance with TAS 101. n AH160 roof tile adhesive with 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. •• ••• • • • • • •• • IF` • • • « • •• ••• •• • • • •• ` F ' MS • • • • • • • • • • • • • • •• • • ••• • •• • • • • • • • • • • • • • • •• • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• •• • • • •• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile 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 . • ••• • • • • • • • • • • • • • • • INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AI-I160 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® AH 160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must he set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: • • A t ege by die $u�lding Official or applicable building code in order to properly evaluate the • • • insglltjtigiS� n p Shsteta. •• ••• •• • • • •• ••• ••• ••• • • • • • • • • • • • • • • • •• • • arF' • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • • • • • • • • • • • • • • •• • • Nail through plastic cement Underlaymant Eave Course Paddy (Beneath Tile) • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• ••• • • • • • • • • • • • • • •• •• Nail through plastic cement Underiayment 1 Eave Course 10 in. Eave Closure Paddy (Beneath Tile) Fascia Eave course only Keep adhesive approx. 4In. up horn weepholes • •• ••• • • • • • • • • • • • • • • •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • ADHESIVE PLACEMENT DETAIL. 1 SINGLE PATTY Nail through plastic cement Underlaymeat 1 Paddy (Beneath rile) 1 y in o °I N Eave closure Drip edge Weephole Fascia Eave Course Eave course only: Keep adhesiveapprox. 4 in. up from weepholes 1) Place enough adhesive to achieve 17 to 23 Optional 2x4's for square inches In contact wil the pan file Pdch applications 2) Turn covers upside down. Place adhesive 1/2 In` / To 1 in. From outside edged cover tile. Then install the tile. s ��4 Underlayment 1 4 \.......... :1 ''°r '4*> . �I Ophnnal " on longitudinal II edges d tile Fascia : ,, et Nail through plastic cement top pion of the eave Course cover We. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave One. Eave closure (mortar shown) NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 5 of 7 •• ••• • • • • • •• • • • • • •• • • • • ••• • • •• •Y• Of • • • •• • ••• • • • • • • • • • • • •• • • ••• ••• •1111 1 • • • • • R .4 P Ca • • • • Eg • •• • • 9 � F o ••• • c�PS • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PAT'T'Y Nail through plastic cement Underlayment Eave Course Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nail through plastic cement 3in. x3i. Single paddy on under - layment Single paddy on top of tile Single paddy under the •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• ••• • • • •• • • • • • • • •• • • • • ••d • • • • • • • • • • • • • •• •• ••• • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy (between tile) Paddy (under tile) Eave course 2 in. X7 in. medium size paddy eave Fascia course only Nail through plastic cement Underlayment } in. x 3in. / 4 in. Single paddy on under - layment Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic cement wr 1 '3 in. x3in. Single paddy on underlayment Single paddy on top of tile Eave Course Single paddy under tile Single paddy between tile ..„,_ ,xff4e 7 .1' ,s, #.'" 2 in. x 71n. medium Fascia sae paddy eave course only Eave Closure END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7