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RF-08-834
Project Address LEROY SIMS Thursday, May 8, 2008 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Notary Fee Penalty Fee Permit Fee - New Roof Technology Fee Total: Amount $13.20 $4.40 $5.00 $325.00 $325.00 $8.13 $680.73 Building Department Copy Parcel Number 390 NE 97 Street 1132060135810 Miami Shores, FL 33138 -2046 Block: Lot: Owner Information Address Phone Cell 390 NE 97 Street MIAMI SHORES FL 33138 Contractor(s) ROCHE ROOFING Phone CeII Phone (305)220 -7663 Type of Work: Re Roof Additional Info: Classification: Residential 1 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 . Authorized Signature : Owner / Applicant / Contractor / Agent Expiration: /1/04/2008 8 Total I Amt Paid I Amt Due $ 680.73 $ 680.73 $ 0.00 Payment Type : Check / Number: 6950 Applicant Valuation: Total Sq Feet: LEROY SIMS $ 22,000.00 Available Inspections: Inspection Type : Tin Cap Hot Mop Up Lift Report Tile In Progress Final Roof Nailing Affidavit May 08, 2008 Date 3700 1 RE ROOF TILES AND FLAT TILE IS TERRACOTA COLOR THRU. NO GAS VENTS U U L O O 06 Passed Inspector Comments -' -® OpL4 X�1�1j Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/30/2008 Inspector: Rodriguez, Jorge Owner: SIMS, LEROY Job Address: 390 97 Street NE Miami Shores, FL 33138 -2046 Project: <NONE> Contractor: ROCHE ROOFING Building Department Comments Friday, June 27, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060135810 Lot: Phone: (305)220 -7663 Page 2 of 2 June 5, 2008 Roche Roofing 7570 Northwest 14 Street Miami, Florida 33126 Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 390 Northeast 97 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: May 28, 2008 Roofing Contractor: Roche Roofing Project Number: 08 -1111 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Monier Vanguard Roll Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. B on o -test results, we conclude that the installation of the rooftile at the above referenced protect mEet the test requirement outlined in the above - mentioned protocol. Attached please find copy of our test report for your revi Reilh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 390 Northeast 97 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 08 -1111 — Page 2 of 8 Report of TILE UPLIFT TEST for Residential Home 390 Northeast 97 Street Miami, Florida Project Number: 08 -1111 Test Number Test Load (Ibf} Test Status 1 2 3 4 5 6 7 8 9 1 0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 08 -1111 — Page 3 of 8 Test Numb e Test Load (ibf) Test Status 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 35 Pass 35 Pass 35 Pass 35 Pass 35 Pass 35 Pass 35 Pass 35 Pass 35 Pass 35 Pass 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 08 -1111 — Page 4 of 8 Test Number 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 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 08 -1111 — Page 5 of 8 Test status 85 86 87 35 35 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 08 -1111 — Page 6 of 8 Test Number 115 Test Load (lb 35 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 08 -1111 — Page 7 of 8 Test Number 145 Test Load (ibt) 35 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation -- Project Number - 08 -1111 — Page 8 of 8 85' i 105 112 122 125 121 126 125 127 /5 61 133 14 1 5 9 96 8 84 7 64 85 152 7/ 44 65 18 45 144 151 46 153 98' 08 -1111 AfPROX, IZOOF 1151' LOCA110N5 »V t71MeN510N5 RE ROOF TILES AND FLAT TILE IS TERRACOTA COLOR THRU. NO GAS VENTS 4 Passed Inspector Comments adt_ A .. / 4 0 Cee_ ,Ag-tecLeg (-----------__- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Dtrel e f Inspection Date: 05/15/2008 Inspector: Grande, Claudio Owner: SIMS, LEROY Job Address: 390 97 Street NE Miami Shores, FL 33138 -2046 Project: <NONE> Contractor: ROCHE ROOFING Building Department Comments Wednesday, May 14, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060135810 Lot: Phone: (305)220 -7663 Page 1 of 2 cense #: tate of Florida ounty of Dade: O3 600 5 Permit # g 508 - 83(4 lltia rre S4imie4'/t'a9e e4 Deer 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT Disrm I et C- z)N)2A-l.t7Z -- , licensed as a (n) Print name and circle License Type) FS 468 Building Inspector n or about / , I did personally inspect the roof deck nailing and /or (Date & time) :condary water barrier work at ,90 N q l M I •1 J1-bees 3 3 , 3 (Complete Job Site Address) ased upon that examination I have determined the installation was done according to the Hurricane itigation Retrofit Manual (Based on 553.844 F.S) le undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above - operty mentioned. wom to and subscribed before me this ot Public, Sate of Florida at Large JACL� AND u.J/f 3eneral, Building, Residential, or Roofing Co /3 DATE: 5 day of gal u BontlecITroy Fain Insurance Inc 800 - 385-7019 n, M.Lauzan CPU`' Plr. � ° Commission # DD498540 3/08 Engineer / Architect, ZEE rs or any individual certified under 468 F.S. to make such an inspection. ,clude photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each spection RE ROOF TILES AND FLAT TILE IS TERRACOTA COLOR THRU. NO GAS VENTS Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 83896. cc cancelled by noelia 8.32 05/27/08 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 05/28/2008 Inspector: Grande, Claudio Owner: SIMS, LEROY Job Address: 390 97 Street NE Miami Shores, FL 33138 -2046 Project: <NONE> Contractor: ROCHE ROOFING Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060135810 Lot: Phone: (305)220 -7663 Tuesday, May 27, 2008 Page 1 of 2 RE ROOF TILES AND FLAT TILE IS TERRACOTA COLOR THRU. NO GAS VENTS Infraction Passed Comments TIN CAP SPACEING True 0 Passed Inspector Comments 6, (2- No L. cq, ....-R,„4,4 1 - A ' „ , 4.b a-6Z / A r ° Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection nntp. fl/49MM Inspector: 1R4Y - 1(i4t Owner: SIMS, LEROY Job Address: 390 97 Street NE Miami Shores, FL 33138-2046 Project: <NONE> Contractor: ROCHE ROOFING Building De artment Comments Thursday, May 8, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060135810 Lot: Phone: (305)220-7663 Page 1 of 2 RE ROOF TILES AND FLAT TILE IS TERRACOTA COLOR THRU. NO GAS VENTS Infraction Passed Comments TIN CAP SPACEING True Passed ri- Inspector Comments CREATED AS REINSPECTION PERMIT JR 05/12/08 --ZAp3 e,,,A-- c FOR INSP 83894. NO LADDER/NO p,,,,,,,,? ar fret-‘P 5,,,,,,a.6 //—/---- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until v rtes Inspection Date: 05/13/2008 Inspector: Grande, Claudio Owner: SIMS, LEROY Job Address: 390 97 Street NE Miami Shores, FL 33138 -2046 Project: <NONE> Contractor: ROCHE ROOFING Building Department Comments Monday, May 12, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 MAY i 4 UR Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060135810 Lot: Phone: (305)220 -7663 Page 1 of 2 � M5 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO 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: ' Ne. 97 5-r 2. Description of improvement: 3. Owner(s) name and address: Interest in property: ( Name and address of fee simple titleholder: 4. Contractor's name and address: (I-octie - 7c 16 5. Surety: (Payment bond required by owner from Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upokWorfititice provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: ...Pre.dorP Ad Own Print Owner's Name is,r 4 Sworn to and subscribed before me this / day of Notary Public Print Notary's Name My commission expires: 123.01-62 PAGE 4 5/06 - acg, 1111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 2101088 10362749 OR 8k 26358 is 2055; (1ps) RECORDED 05/0212008 11:42:18 HARVEY RUVII4v CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE ue(?y sb44.5 3yo AJE ?77 7.31 Zorouc, x) /4 sr Surge //7/ contractor, ttAi0 OF DADE 1:4R,BY CERTIFY that this is a opy o he 4 iiTarte kARVEY RI) WA Or ents may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is sp ed) Oc( . ?( 2 0 6 b Prepared by 1 igoc6- Address: 73 2_6 ( P-r,ch • _.. . . , _ * Alfredlitiii-ffAror ,,,, 2, . t . •;Ltary .. Pubti BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofmg Owner's Name (Fee Simple Titleholder) n L 2 O c( sir-) S Owner's Address 3 6 fJ i '7 1' 51 City y11A1 5 Re State PL Job Address (where the work is being done) D 6 City Miami Shores Village FOLIO / PARCEL # 1) - 3 012- g g JO Value of Work For this Permit $ 2/, 700 . Type of Work: ❑Addition Describe Work: 55 ' 6-20 -5 14q -O Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Tenant/Lessee Name Phone # Is Building Historically Designated YES NO 1/ Contractor's Company Name POC PrG PP-J(-' Phone # 3O - Zi0 -76At Contractor's Address 76-70 N co 9 ( 4 S°3" So f1 $k 1 1 ) City rl IA M 1 State L Zip 331 24,0 Qualifier Name DA L GDN.)2A -LG Z ° L- t v Phone # 3o s- 2Z® - 3 State Certificate or Registration No. 0 3 t3 30 0e7S (0 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # ['Alteration County ['New l / e ArN Notary $ QD Training/Education Fee $ 4 Zip ST Miami -Dade Permit No. RF U o TM Master Permit No. Phone # RE fib, iii ED MAY 7 2008 FL- Zip 3'� / 3 8' Square / Linear Footage Of Work: T" Repair/Replace ❑ Demolition ****** * ***** ** *** * * *** *** ***** ***** ** **F ***** * ****** *** * ** **** **** **** **** **** * *** Submittal Fee $ 12r Permit Fee $ 3 6 "--147 CCF $ i3.2 0 CO /CC Technology Fee $ $ ■G Scanning $ q .00 Radon $ DPBR $ Zoning $ i- Ota Bond $ Code Enforcement $ Double Fee $ Z,j Structural Review. $ Total Fee Now Due $ 6 go: 13 3 Sele Reverse side -, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. (Revised 07/10/07) APPLICATION APPROVED BY: Signature NOTARY PUBLIC: Sign: Print: Contractor Owner or Agent The foregoing instrument was acknowledged before me this ( 3o The foregoing instrument was acknowledged before me this 3o day of , —, 20 P, by day of , 20:k _, by 77:(4 L ..zr1 -,-.- , who is personally known to me or who has produced who is personally knownip me or who has produced SO -Sta4.9 -DAs identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Wit_ /off— ; - -ra Sign: r, ill � Print: _ ° - iV COMMISSION � 0 6228 EXPIRES: March 13, 2010 My Commis fa tretic',,c1 Thal No`ary Pt Undtt, t >.ers My Commission Exptt;es: ** ** * * * * * *** axe *** * * * * *** * * * * *** * * * * * * * * * * * * * * * **** * * * * * * * * * * * * * * * * * * *** * **** * *** * * *** ** * * ** * * * ** * * * ** * Plans Examiner Engineer Zoning Signature State of Florida County of Dade 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: L y Address: 3 A/ 5 X1 Roofing Permit Number: Dear Building Official: LG d S ; connections of my building because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) S T iij49e a4 2)eiuntateat 10050 NE 2 Ave * Miami Shores, FI 33138 Phone 305-795-2204; Fax 305 - 756 -8972 OWNERS'S AFFIDAVIT OF EXEMPTION certify that I am not required to retrofit the roof to wall Print Name 16)9-o lek:os-09-zolo The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the abovg property mentioned. � � � V1°�ti3 ti ti e' ' o).,, 1 o Sworn to and subscribed before me this r Old day of Zo ,c '30'0 r Notary Public, Sate of Florida at Large '=„+' ` - " When the just valuation of the structure for purpose of ad val ern taxation is equal to or more than $300,000.00, and the buildin, s not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,506 Lot Size: 11,914 SQ FT Year Built 1947 $25000 MIAMI SHORES SEC 1 Legal AMD PB 10 -70 LOTS 1 & Description: 2 BLK 43 LOT SIZE 103.600 X 115 OR 19826 -2770 07 2001 4 Folio No.: Ma= 2006 EIZI — $405 433 DEEM Building Va141.111 $269,330 EljElEIM NIEW101.11111 6674 - 763 SHORES FL i.-12atIMINOS4. ?mo;i. $25,000 $25,000 1 '�:223. $25000 $25,000 — 0=MMEENCEEI MU Folio No.: .: i_ :1 — 1,.. Property: 390 NE 97 ST Mailing LEROY SIMS &W ANGELA Address: 390 NE 97 ST MIAMI SHORES FL 33138 -2406 Sale O/R: 15289 -1577 Sale Date: 11/1991 Sale Amount $72,000 Miami -Dade My Home E s EIVE MAY 0 8 2008 Show Me: Search By: Tex? fill k !;: #:t: App H t'; T ax E5girrianx 3ttahiilt'v .,..•.H. v'.s.fr�ulator Summary Details: Property Information: Sale Information: Assessment Info Additional Information: ?c::•: :tore to s.,e more inicrrnation for this Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments ACTIVE Digital Orthophotography - 2007 My Horne 1 Prq„petty information 1 Prooert:y Taxes I My Srairtlrlxtrho d 1 Prv:xari Appraiser Rome 1 Lta:ny OW Site 1 AE east 1 Ptton a Directory 1 Privacy! Disclaimer Web Site © 2002 Miami -Dade County. All rights reserved. 112 ft If ou experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webn aster. Page 1 of 1 Legend Property Boundary Property Selected Street Highway Miami -Dade County Water http:// gisims2. miamidade .gov /myhome /propmap.asp 5/8/2008 Master Permit No. Contractor's Name ' oc/A -e. R r ' t Job Address ?O NE 97 sr ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles ❑ Prescriptive BUR -RAS 150 ❑ New Roof Low Slope Roof Area (SF) 4e0 . 0041 . • • ..• . .. •. • . . . • Florida Building Code Edith'', 2�4:• • • • High Velocity Hurricane Zone Uniform Permit Application Form • • • •. • • • Section A (General InfoFfna'tion) • Process No. ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) •. .• • 0,0 • • •• • • Total (SF) .3700 � • • • ••• . • • ;AY ROOF CA G °liar driesive Set Tile 0 Wood Shingles/Shakes ROOF TYPE ❑ Recovering ❑ Repair ❑ Maintenance 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. 4 08 STATE AND COUNTY RULES AND R SECTION R4402.13 • • • HIGH VELOCITY HURRICANE ZONES — REQUIRED oFointSt1(ITI 'ICATION FOR ROOFING CONSIDEtt. L'IIIO 1S • R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to p rovide owner with the required roofing permit, and to explain to the owner the coptentof the sgcftipn!Tfle prowiarorrOf Section R4402 govern the minimum requirements and standards of the inc sty tore oefii g system instt lla iops� Additionally, the following items should be addressed as part of the aireerent.betiAdi the owner ant ?he contractor. The owner's initial in the designated space indicates•that the item has been explained. • • • �•• ••• •• •• • • • • • • • • Aesthetics - Workmanship: the workmanship p Sectigq 4402 are fort a purpose of providing that the roof system meets•the Wind resistance and water Instruction performance standards. Aesthetics (appearance) 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. 5. •Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (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 etween 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 to be performed. Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 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. Pondins 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 oof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. i Ventilation: Most roof structures should have some ability to vent natural air ow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting whi an result in extending the service life ' the ro .. L w er /Agent's Signature Date Con ractor Sign.ture Date 33 '0 ; Section C (Low Siope Application) Fill in specific roof assembly components • and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAF MATE.,' iJ r Cote. Product Approval No.: 03— 05 01 • O2 Desigrt WInd,Pressures, From RAS 128 or Calculations: Pmax1: -49 Pmax2: —82. is Pmax3:0 12+ Max. Design Pressure, from the specific Product Approval system:_ .52 Deck: Type: tA1001, Gauge/Thickness: MU N : 547 Slope: �= r : t 2 HAW Ancho:/Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener/Bondine Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: 4/A Top Insulation Size and Thickness: WA Top Insulation Fastener /Bonding Material: NI At Base Sheet(s) & No. of Ply(s): 4-7.5 3 (i) Base Sheet Fastener /Bondin Material: f %" V.A NIA IS.4- 4/ - CAPS. PIy Sheet(s) & No. of Ply(s): 1 ,12Aoiv 20 ' -' (1) t- te}tt3rtA4E Ply Sheet Fastener/Bonding Material: ik-sr -i t+ SS " Top Piy: 1 NEt2Dr1 CAP - 511.eet it) Top Ply Fastener /Bonding Material: FLORIDA BUILDING CODE— BUILDING (4/ E,..(41/ at"- -sA-eef, Non/ i4sJ c-4 • • ••• • • ••t •• •• • • • 4040 40 . • ROOF A€SENf�UP RAOFTQP S rRUCTURES • • • • • • • • •• • • 40 .40 • • • 1 • ••• . ••: Florida Building. Code Edition 2C04 :• • • • • High - Velocity Hurricane one Uniform Permit Applicatioro ?i! ' • : Surfacing: e# IM J . eL 4J ■ ti 1L t•/16, 4 ;0 4 1 </ ‘ 4, Q 144 , tki `k Si f N 3X3 2 FIA V. 4 WAD • • • 0 o • • • • • • • • • • 0 • • •• •p. .. • • Fastener Spacing for Agclitinsb gh 4 /4•' • : •h ' Field: 9 " oc c@ tap, # Rows Perimeter: to •" oc ® ap, # Rows 4 4 4,. Corner: (p " oc ® Lap, # Rows 4 • Number of Fasteners Per Insulation B Field NA, Perimeter li Corner •. • e ete4ttachrtent: ••• • 0400 :• "oc • ®G "oc @ �� " oc oard: Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Parapet Height Mean Roof Height 15.33 Rod sto 3" •nr Red Mean 146"( f !e; Re*. Vanua,: I WA Ibthod of T7. Attachment 10/AD tfe e — r ( may) j Mertute T1e Altaament Metl+oal: 1 ' Clip Spacing for Metal Root Panels F'e�►0' �— Penene {en �+ Penm eSe V4 e rat • • •• • • • SecUon D (Sleep Sloped Roof System) • ••• Sloped System! Desaiptlon ti Tn ._ f 5/8' Plprocd J Page 4 Dry Edge Futener Type: hil:pl /www.co miami- ads.ff.uslbldg/1 _ eanitiag/sectifln d 3.12m1 • 4. . . - r -• • • • • •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • After be Taper Z -../40-f r. " tisubfcm-k. B Ikeatr 1 I A ' . g/S 04 W/ T. C. . Cap Steel Typelle T!pt rtnti D4ar Moro Caeering 1 Mopt 'v1u cloo" (ROLL) Roof Cme ir+p Abd,meat Mete& Pov j pra A H -(LO: Fttik P+1y • • •• I lb 4115 @4 "a. • • • • • Boa Se pa or .egrr tN /A J Roofing Work is to compo. with the Florida BuildiiQ Code, Master Permit Plats and Specifications • • • • • • • • • ••• • •• • • • • Drip Edge Sine lI Gai.9•13. Tate 26 ga. :131(3 Dry EdgeMttePdTyp&1Gatrinited Met& 3(3f20Q2 RoofSre tam wn off tearer: la jaitoie, ,1&.C/_.•• `• _ T• _ ••• Hotfc. d Ac... . womb«:' 06 - O 52 4- .0 • •' Minimum Nate WIA4 P rose tiros , I Appl;eaCh (from M$ 1r7 at Calcubtlaras Pmea t: -- AS lane: s: — 95 • I eau s: - 95 . I r K ufr Dee* xn Dee WW1 Pre,: tom from Sei !CA fap•cVle p �6r • G Rod sto 3" •nr Red Mean 146"( f !e; Re*. Vanua,: I WA Ibthod of T7. Attachment 10/AD tfe e — r ( may) j Mertute T1e Altaament Metl+oal: 1 ' Clip Spacing for Metal Root Panels F'e�►0' �— Penene {en �+ Penm eSe V4 e rat • • •• • • • SecUon D (Sleep Sloped Roof System) • ••• Sloped System! Desaiptlon ti Tn ._ f 5/8' Plprocd J Page 4 Dry Edge Futener Type: hil:pl /www.co miami- ads.ff.uslbldg/1 _ eanitiag/sectifln d 3.12m1 • 4. . . - r -• • • • • •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • After be Taper Z -../40-f r. " tisubfcm-k. B Ikeatr 1 I A ' . g/S 04 W/ T. C. . Cap Steel Typelle T!pt rtnti D4ar Moro Caeering 1 Mopt 'v1u cloo" (ROLL) Roof Cme ir+p Abd,meat Mete& Pov j pra A H -(LO: Fttik P+1y • • •• I lb 4115 @4 "a. • • • • • Boa Se pa or .egrr tN /A J Roofing Work is to compo. with the Florida BuildiiQ Code, Master Permit Plats and Specifications • • • • • • • • • ••• • •• • • • • Drip Edge Sine lI Gai.9•13. Tate 26 ga. :131(3 Dry EdgeMttePdTyp&1Gatrinited Met& 3(3f20Q2 High Velocity Htcane Zon4 r�forrn oofing Per ntt 4ptka enr otin • MIAMI -DADE COUNTY BUfLDIN ELECTRONIC APPUCATWN _ T• _ ••• Rod sto 3" •nr Red Mean 146"( f !e; Re*. Vanua,: I WA Ibthod of T7. Attachment 10/AD tfe e — r ( may) j Mertute T1e Altaament Metl+oal: 1 ' Clip Spacing for Metal Root Panels F'e�►0' �— Penene {en �+ Penm eSe V4 e rat • • •• • • • SecUon D (Sleep Sloped Roof System) • ••• Sloped System! Desaiptlon ti Tn ._ f 5/8' Plprocd J Page 4 Dry Edge Futener Type: hil:pl /www.co miami- ads.ff.uslbldg/1 _ eanitiag/sectifln d 3.12m1 • 4. . . - r -• • • • • •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • After be Taper Z -../40-f r. " tisubfcm-k. B Ikeatr 1 I A ' . g/S 04 W/ T. C. . Cap Steel Typelle T!pt rtnti D4ar Moro Caeering 1 Mopt 'v1u cloo" (ROLL) Roof Cme ir+p Abd,meat Mete& Pov j pra A H -(LO: Fttik P+1y • • •• I lb 4115 @4 "a. • • • • • Boa Se pa or .egrr tN /A J Roofing Work is to compo. with the Florida BuildiiQ Code, Master Permit Plats and Specifications • • • • • • • • • ••• • •• • • • • Drip Edge Sine lI Gai.9•13. Tate 26 ga. :131(3 Dry EdgeMttePdTyp&1Gatrinited Met& 3(3f20Q2 High Vethitly Hurricane Zone Unifor mc TRO N OA► .'. • 14 %AMJ -f 'CouKN BWLoNQ oEP • ••• • ••• • . . .. • • • • •. • • • . • •. • ••• Section E (Tile Calculations) '.• •.• •.• • For Moment based the systems. chose either Method 1 or 2. Ccivp}rrlthe values ... .. for Mr with the values from W. r the Mf values are greater thsh or 242agfothe': Mr values, for each sea of the rod, then the the attachment metSO4 M • . • • • . ••.... acceptable. Method 1 Moment Based 115 Calculations Per RAs 127' P 1: vtA .: • Mg: 7.7o Mr1: x.31 NOA116: .tai P 2: Cr !c A _ _WW1: 19.78 N0A 1tr: P 3:1 `1S I x A • 1g: = Mr X1 N0A tits: Method 2'Slmph Ca fied The kutition Per Table Bs4c Required Mome of Resistance (M4 Front the Tabls Below: �� __ . Mr Required Moment Resistance Mean R • use 1S 20 ?S in Feet Roof Stops t 1 1 1 2:12 30. 35.7 37.7 40.7 3:12 2) f 31. 33.4 352 36.1 4:12 / • 26.6 28.6 ' . 32.6 35.2 5:12 : ; 24.5 26.7 28.5 30. 32.5 ,6:12 22.5 24.5 262 27.6 29. • • • •. •. • • • • • • • • • 7:12 20.8 22.6 25.4 25.4 27.5 GO t �� �a 'This Table must be used in conjunction with a list of moment based tile, o tk o A yo systems endorsed by the Broward county Board d Rules and p Q Page 5 q G . 'S'O httpJ fwvr rw. co. sniami-dade.fl.tislblderoofiag_p cmiting/sectioo e 3 hum 3/3/2002 MIAM IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33853 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa 900 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, the expiration date may be displayed in advertising literature. If any ty' and followed s by g be done in its entirety. Y Portion of the NOA is displayed, then it t shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. • •. . • •• • • • • • • • • • • • •. . • • • • • ••• • • • • • ... • • • • • • • • • • o ••• • ••• • ••• • • • 1101LCMILDM E E01114 Y FLORIDA • • • • • ;VIETIk:DiDE FLA41 J LDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • (415) WPX 5305) 375 -2908 • ••. • • • . • • • • • •• • • • • • ••• •• NOA No.: 06- 0524.02 Expiration Date: 09/21/11 Approval Date: 09/21/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Low Profile Roofing Tiles Material: Concrete 1. SCOPE 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC 1 = 17" TAS 112 Villa900 w =13" '/2" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Test Identifier • • • • .. .. • • • . • • • • • .. .. • • • . .. • • • ... • • • • • • • • • • • ••• ... • • • . .. • ... • • • • • • • • • • • • • • .. • • • • • • • . . • • • • .. • . • • • . .. .. . . . . • • • . .. • • . • • .. .. This renews a system using Monier Lifetile Villa 900 Concrete Roof Tile, as manufactured Monier Lifetile LLC in Lake Wales, 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. Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one 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. Test Name/Report 13343.1 TAS 112 7161 -03 Static Uplift Testing Appendix III TAS 102 & TAS 102(A) 7161 -03 Wind Tunnel Testing Appendix II TAS 108 (Nail -On) PO402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B Static Uplift Testing TAS 101 (Adhesive Set) 94-084 Static Uplift Testing TAS 101 (Mortar Set) P0631 -01 Wind Tunnel Testing TAS 108 (Mortar Set) Date Apr. 2006 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 06- 0524.02 Expiration Date: 09 /21/11 Approval Date: 09/21/06 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. 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 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations • • .. . . • • • • • • • • • • • • • • 0041 • • . . • • • • • • • . .. • • • • • • • • • • • • • .. • .41. . • • • • • Test Nu de/R� oft' ' ate,'. 4141.. • ... • 0••• • • Au 1994 Wind Tunnel Testing 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 Restoring Moment Due to Gravity .0. • • • . ... TAS 108 (Nail -On) 0l • • • •• ••• •• Wind Dritien Rea Oct. TAS 1(20 • • • • •• • • • • • ••• .. Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1995 February 1996 April 1996 December 1996 May 2006 April 1999 April 2006 NOA No.: 06 0524.02 Expiration Date: 09/21/11 Approval Date: 09/21/06 Page 3 of 7 be 1 vrg () ad Dmnin I x w ) Tl rfl egt W (b) Lnt- f) Wdh w (t oir Lftl il 0 09 .2 .8 Cnrt ie • • • .•• • • • • • • • • • • • • o • • • •• • • • • • • • • • • • • 3. LIMITATIONS • • • • • • • • • 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field •ur'it � ist.s�ali to t'rtorrned in accordance with RAS 106. • • • • 3.3 Applicant shall retain the services of a Miami-Dade County Certifibd ' tb perform quarter 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 Villa 900 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 T • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• Table 2: Aerodynamic Multipliers - X ft (ft A (ft) Batten Application Direct Deck Application Concrete Tile 0.289 Tile Profile Monier Lifetile Villa 900 Con 0.289 Tile Profile Monier Lifetile Villa 900 Concrete Tile Table 3: Restoring Moments due to Gravity - M (ft -Ibf) 4 ":12" 3 ":12" Battens 1 Direct Deck 6.79 7.70 Battens 1 Direct Deck 6.73 7.62 5 ":12" Battens Direct Deck 6.63 7.51 6 ":12" Battens 6.50 Direct Deck 7.37 7 ":12" or greater Battens 1 Direct Deck 6.36 7.21 NOA No.: 06- 0524.02 Expiration Date: 09/21/11 Approval Date: 09 /21/06 Page 4 of 7 i am 4: Attachment Resistance Expressed for Nall -On Systems as d JUlofuent -W(f! Ibf) 'e. • • • Tile Profile Fastener Type Direct Deck (min 15/32" plywood) DicgctDpck • (M1n "' : : �'`- .y .� • �P • • i • agttepp : :. •. .: i • • • • • Monier Lifetile Villa 900 Concrete 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 • • •• •• • • • • • • • • • ••• • • • ••. • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • •.• • ••• • ••• • • • • • • • • • • • • • •• • • • • • • • 0 Table 5: Attachment Resistance Expressed as a Moment M (ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Profile Monier Ufetile Villa 900 Concrete Tile Adhesive 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. Minimum Attachment Resistance 26.1 Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Monier Lifetile Villa 900 Concrete Tile Polyfoam PolyProTM Polyfoam PolyPro 3 Large paddy placement of 54grams of PolyProTM. 5 Medium paddy placement of 24grams of PolyProTM. Minimum Attachment Resistance 86.61 45.5 NOA No.: 06 0524.02 Expiration Date: 09/21/11 Approval Date: 09/21/06 Page 5 of 7 • ••• • • • ••• • •• • • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • ••• • ••• • • • • • • • • • • • • • • •• • • • • • • • • • Table 5B: Attachment Resistance Expressed asp j IVie for Mortar Set Systems Tile Profile Monier Lifetile Villa 900 Concrete Tile p1ent a elk ((t -Ibf) `• • •0• Tile Application Mortar Set' •• • • AAttta Yh l%Y men • • !.! fic I� } en •• 2Q!6S) •• • • • • • ••• •• • • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF 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.: 06- 0524.02 Expiration Date: 09/21/11 Approval Date: 09/21/06 Page 6 of 7 PROFILE DRAWING MONIER LIFETILE VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE •. • • ••. • • • .•• • • • .. •• •• • • • • • • • • • •. • • • • • ••• • • • • • ••• • • • • • • • • • • • • • 0 • ° • • . • • • • • • • • • • • • • • • ••• • • o• .. . .. • . . • ... . . • • . • • . .' • • '• • • • •• •• 2 1 le" NOA No.: 06- 0524.02 Expiration Date: 09/21/11 Approval Date: 09/21/06 Page 7 of 7 nni ®�oaoe BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 This NOA renews NOA #02-0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. • • • •• • 0 •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • MIAM; p=1DE COUNTY, FLORIDA • • • • • M llt0 -1VC F AVLELBUILDING • • • • 1 StR Ef, FITE 1603 MIAMI, FLORIDA 33130 -1563 • • • (305) 375 -2901 FAX (305) 375 -2908 • • • •• • •• ••• .• • • ••• • • • • • • - • • • •• • • • ••• •. • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In 1Vliami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. 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. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: Sub- Category: Deck Type: Maximum Design Pressure Fire Classification: •• • '•' • • ••• ••' TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Rmnlsion (Matrixm Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixT" System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 601b. Bags 1001b. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTMD41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 • • • •• • •• .•• • • • • • •• • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • ••• • • • • •.• • • • •• • • • • • • • • •• • • • • ••• •••• • • • • . • ••• • . .•• •• •.. Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral.Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 2 of 32 Membrane Type: Deck Type 1: Deck Description: System Type E (1): • • ••• • •• • • ': • • • •• •• .•. • • • • • • • ••• • • • • • • • ••• • • • • • • ••• SBS /SBS Cold Applied • ' • "; • • • • • • • • • • • • • • � • Wo Non - insulated • • • • • . . • 19/32" or greater plywood or wood plank decks. • • Base sheet mechanically fastened to roof deck. •• • • • • •• • • • • ••• • • • • • • • • - • • • • • ••• •• All General and System Limitations shall apply. Base sheet: / GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening V GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any Options: of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Desigp Pressure —52.5 psf, See General Limitation #7) • GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFI'ITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbsfsq. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 26 of 32 1 Maximum Design Pressure: See Fastening above •• •• • ••• • • • ••• • • • • • • • • • •• ••• • • • • ••• • • • • • • •:• • • • • •l• Membrane: ✓ One or more plies of RUBEROID MOP Smvcitb, puberoid® Ruberoid® Mop Granule, Ruberoid® Mop la Gfapul beroid® 20 • •, • Ruberoid® 30 o r Ruberoid® 30 F R o r Rubervide M op F$ brrtUB ' ' D UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. • • • • • or, . ••• • • • One or more plies of RUBEROID MOP Smoq !RNEkdBle„ V o Gr RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, %MeMold 20 RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID U1traCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal: /sq. Surfacing: ✓ (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat : a proved asphalt at 60 lbisq. ./ 2: CGAFGLAS Mineral Surfaced Cap SheeVin an approved asphalt at an application rate of 25 lb/sq. ± 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal./sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gai. /sq. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 27 of 32 : . .. ••• • • • • • .•. • • • • •• • • • • • • ••• • • • • WOOD DECK SYSTEM LIMITATIONS: • • • • • 1 • "' 1 A slip sheet is required with Ply 4 and Flex Ply"" 6 when used a p%meg Ianically f�stened•'btse e anchor sheet. • 2. Minimum IA" Dens Deck or Y2 Type X gypsum board is acceptable to be installed directly over the wood deck. • • • . •• ••• • • ... • GENERAL LIMITATIONS: • • • :: • 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of. ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF TRIS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 32 of 32 Roofing Systems (TGFU)– Continued ▪ ASPHALT.FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTI A" ).is a suitable- alternate for Type GIr asphalt glass fiber ply sheet ( "GAFGLAS. Ply .4" or " GAFGLAS Ply 6" ).in the Cl ass A, B or C roof systems indicated bgl co with . a G2 � mat base The d Str utElk: ' g. � �)" � . "�' Str a ineni' Stra . : Perforated be StrataveuY '�li{�nii+atai``Ven14i►$` Base Sheet (NaBable,)" ` m and`nailable'1n be mechanically attached granule side down:. ��o G2 glass mat base sheet ( "GAFGLAS 5 Base She "� �t18OUL #7" or "GAF Stratavent Eliminator Ventatg Base Sheet (Nailable)" may be substituted for G1 asphalt glass: fiber ply sheet ("GAFGLAS ply 4' • os uGA.FGLAS Pl 6") as the nailed base • ply in the followhtg WOW Bottom ply or base sheet May be solid mopped, spot mopped or mechani- Unless otherwise indicated, all insulations may be hotmopped or mtiecharhi- �1q fast s. " GAFGLAS Flashing" or "Rnberok " may be used for flashing in any of the Class A, B of: systems listed betop*.: - When "perlile" is referenced; lids includes "GAFTEMP'PERMALITBY or any other UL Minified perlite Insulation. ' ' Cru Class stone or slag Are euitab1e alternates for .gravel in any of the Class A, B or C systems +d-,� d stele to be ceded Structural i ce bet B or C listed Over 0-15/32 or NC.. as a deck of gyp the Cl� systems ClassA,.B.. systems does not adversely e The vse.os um 'p" � 4f the �o'�B ashy or C ffect true rathtg. The use of 1/2 in min gypsum board is an acceptable alternate for ., an over C-15/32 decks. The'iise of ppoolystyrene Lion board between min 3/4 in.' .. erilte board and deck with rosin paper, .(perlite /ice► Palms/ lystyr efperIite) is a Board in the f Class A, B or C suitable alternate for isacyam .. e . . " CA rgVGisatid RA ", "'BMCATapeied > iiergyGuard RA" "MAGA '/Guard may be substituted for any Atlas polyisoc9 an of. the folipwmg Classifications.. ,,,.�.,.,.,.. "Perms Mop" maybe utilized with any of the following "Asphalt Felt S sy t�nswith Hot R.aou Asphalt"..• G ALAS Premium Base Sheet may be used in any of the knowing systems„ AFLAS Flex Ply 6" is a suitable alternate to " GAFGLAS Ply 6 ". • "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Claasifii ons ROOF COVERING MATERIALS (TEVT) LUW nvVC'alma u.e+. �• ••• -- Class A, B and C Hot roofingasphalt, for use with organic and glass felts or modified bitumen "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of ' Ruberoid Mop" SBS products in any applicable Classification Class A 1. Deck C -15/32 Incline 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fibs:; isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood . fiber /isocya virate composite, phenolic,. any tluclmess: , Ply Sheet - Three or, more layers Type G1 " GAFGLAS. Ply 4" or " GAFGLAS Ply 6 ", hot mopped.. - Surfacing: Gravel Incline 2. Deck C-15/32 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thidatess. Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4" or Cap Sheet One one a layer Type "GAFGLAS P G3 " GAFGLAS Mineral Surfaced Cap Cap sh Sheet". 3. Deck NC Incline 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ ethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". Inclose: 1/2 4. Deck: NC Insulation: One or two layers "Isotherm lt', 4 in. max, hot mopped. LOOK FOR THE UL MARK ON PRODUCT • • ••. •••• • • • :• • •• ••• • • • • • ••• • • • • • • • • • ROOF COVERING • M ATEF�ACS (Tern. • • • lS0 (TGW);C Ply Sheet Any U1 1:ssifie$ gravti s: fid t 4piraltsglass fiber • • • • • Deck C -15/32 Incline 1 :. • • ..• 173 to deck. Base Sheet one 1a Base Sheet' (may be Sne nailed). — �`• • 4 of GAFGLAS Ply Sheets; re•1 Slip Sheet (011tiona :- -Re ;"! • nailed • Ply 6 " ' • • , • •• •_ -•• ei l Surfaced Cap CapM S heet • :ayer Type - G 3 ' 6. Deck NC . : . Incline: 5 . Base Sheet One layer Type G2 " GAFGLAS 175 Base Sheet".: Ply Sheet One or more layers Type Gl "GAFGLAS Ply 4 " or " CS Ply 6 '. Cap. p. Sheet One layer Type,, G-3 " GAFGLAS Mineral Surfaced Cap 7. Deck C -15/32 Incline 2 Insulation. One or. more layers perlite, glass fiber, isocyanurate, ure- thane Pate/isocyanurate comnposite, perlite / • pbe' nolic, 1.0 fn. min (offset from ply rod joints 6 in.). • - Base Sheet: One or shore layers Type G1, GX or G3. Mernbin One or more layers• "Ruberbid'lbrch" (Smooth or Granule), "Ruberoid Torch Pibe" (granule): " Ruberoid Mop" (Smooth or Granule) or " Ruberoid Mop Plus" (granule). Sheet", hot . C S "GAFGLAS Mineral Surfaced Cap S mapped. 8. Dedh C-15/321 .' •• ' • Incline: 2 .` • • lnsulatfoh (Optional): One • or more lainn perlite, wood fihere glass ' ..ilbe4 lsocyaii trite, urethane, perlite /fsbcyannrate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any Base Sheet: Two er more layers Type G2 or Gi. Ply Sheet (OptionaA:- One or more layers Type Gl. • Membrane One or more.layers " Ruberoid Torch" (Smooth " Ruberoid Torch Plus" (granule), " Ruberoid Mop " (Smooth or Granule) or " Rubemid Mop Plus" (granule). . Cap Sheet,. • " GAFGLAS Mineral Surfaced.Cap Sheet", hot mopped. • Class B 1. Deck C -15/32 • . Inclines 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass urethane, perlite/isocyanurate composite, perlite/ composite, urethane wood fiber / isocyanurate composite, phenolic, any Type thiclatess. a t Two or more layers Ply She Cl "GAFGLAS Ply 4" or "GAF - Sheet GLAS Ply 6" Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Incline: 3-1/2 2. Deck C -15/32 Insulation (Optional): One or more layers perlite, wood fiber, glass utat% urethane, perlite/isocyanurate composite; �li*e/ i wood fiber /ises • cyamuate composite, phe r.,. any urethani<somtpadti c Base Sheet Two or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1. Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber; isocyanurate, urethane, lute / isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any Ply Sheet "GAFGLAS Pl 4" or Ply Sheet Three or more layers Type "GAFGLAS Ply 6 ". Sa "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Decle C -15/32 Incline: l/2 Insulation (Optional): One or more layers perlite, wood fiber, glass kes fiber, isocyanurate, urethane, perlite / isocyanurate composite, urethane composite, wood 9>e' /isocyanurate composite, phenolic, any thickness. BUILDING CODE CQMPLMNCE 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 (AIiJ). 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 AI3J 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® AA160 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 he available for inspection at the job site at the request of the wilding Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JFrge L. Accbo. ••• PAGE 01 • • ••• • • • • •• •• • • • • • • • • • ••• • • • • • •• s•• • ••• • • • ••• • • • •• • • • ••• • • • • • • a ••• • • • • • •• • • • • • • MIAMI -DADE COUNTY, FORJDA Mgp19-Dit,DE FLAGLER BUILDING 140 VVEstr PL IV..E. 1O T,¢9JITE.& • 31-4563 S •(!1OS)i7,t2/0j • 1 A)4 (45) 375 - 2e08 • • ••• • NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category . Rooting Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypre® A11160 as manufactured by Polyfuam 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® AID 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 va1u s with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absoip`tion Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Test Product Description Specilicatfons TAS 101 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Test ASTM 171622 ASTM D 1621 ASTTM D 1623 ASTM D 2127 ASTM 96 ASTM D2126 ASTM D 2856 • • •• •• • . • • • • • • • PAGE 02 ••• • • • •• •• • • . • • . • • ••• • • •• • • • • • • ••• ••• •.. • ••• • • • • • .•• . • • ••. • • • •:• • • • •• • •••• • • • • • • • • • •• . •• •• • .• • • •• ••• . • • • . •. • • • • • • • Results 1.6 lbs. /ft.s 18 PSI Parallel to rise 12 PSI Perpendicular to the 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 ®158 100% Humidity, 2 weeks 86% The physical properties listed above are presented as typical average values as deterzained 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 Rsmtech Laboratories, Inc. Southwest R Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Test Identifier #94-060 257818 -1PA 25- 7438 -3 25-7438-4 25- 7438 -7 25 -7492 NB- 589 -631 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 • • ••• • • ••• • •• • 0 • • •• • • • • • • a • • 0•s • • • • •• • • • • • ••• :•• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • Test Names • • .Date. • • • • • TAS 101 •. ••. • 9$ :• •. TAS 101 • • • . • •1. 10/96 SSTD 11 -93 10/25'/91 .66 • • 11/02/95 12/12/95 02/01/94 9637 -92 ASTM E 108 04/30/93 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 7050.02.96 -1 TAS 114 03/14/96 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 52845410 -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 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with fiat, low, & high tile profiles. 3. Mininium underlaymcnt shall be in compliance with the Roofing Application Standard RAS 120. 4., Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of 1-IAND1 -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. f k ' F: W 2 Pc MS NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04113106 Page 3 of 7 PAGE 03 00. • • • oaf • INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly havin %a aurset;t NQA Wit lists: plift resistance values with the use of Polypro® All 160. • • • • • 2. Polypro® AH160 shall be applied in compliance with the Compop�+t dpilidati r> tign and • The corresponding Placement Details noted herein. The roof tile assembly's adhesive httgchinent•wit the use of Polypro® A11160 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 the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH 160 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. S. Calibration of the Foanupro® 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 (8). 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® AI-1160 shall be applied with Foampro RIP] 000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® A11160 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® A11160 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Bach generic tile profile requires the specific placement toted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low High P rofiles Placement Detail #1 #1 #2 #3 Single Paddy Weight Min. (gx'$ms 35 1 7 /side on cap and 34 /pan 24 • • ••• • • • • • • • • • • • • ••• LABELING: All Polypro® AH 160 containers shall comply with the Standard conditions listed herein_ BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • ••• • • •• • • • • • ••• • • • ' • • • • • • • • • ••• • • • • • • • • •••• • • ••• •••• • • • .. • Two Paddy Weight per paddy Min. (grams) N/A N/A N/A NOA No.: 06. 0201.02 Expiration ,Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 PAGE 04 • ••• • • • • • •• • r • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY . "• : ; •• •• ••. • • • • • • • • • • • .. • • ••••• ••: END OF THIS ACCEPTANCE • • ••• PAGE 07 ••••• • • ••• • •• • • ••• • • • • • ••• • ••• • • • • • • • • • • ••• • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 06-0201.02 Expiration Date: 05/10 /11 Approval Date: 04/13/06 Page 7 of 7