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RF-10-2235Scheduled Inspection Date: February 11, 2011 Inspector: Bruhn, Norman Owner: LIBONATTI, BRUNO Job Address: 10401 NE 6 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Building Department Comments February 10, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 155868 Permit Number: RF -12 -10 -2235 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (786)200 -4774 Parcel Number 1122310120190 Phone: 305/265 -2654 RE ROOF TILE AND FLAT. COLOR THRU TILE Passed �n Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 155613. CREATED AS REINSPECTION FOR INSP- 155471. CREATED AS REINSPECTION FOR INSP- 154403. Provide ladder secured to roof. Remove all roof materials. NB UPLIFT TEST ALREADY IN FILE 2/3/11 - REMOVE POLY STICK FROM OPEN VALLEY UPFRONT. JR 2/10/2011 - cancelled by angel Page 7 of 7 RE ROOF TILE AND FLAT. COLOR THRU TILE Passe 1 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: February 01, 2011 Inspector: Bruhn, Norman Owner: LIBONATTI, BRUNO Job Address: 10401 NE 6 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. February 02, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: I NSP- 154402 Permit Number: RF -12 -10 -2235 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile /Flat Phone Number (786)200 -4774 Parcel Number 1122310120190 Phone: 3051265 -2654 Page 1 of 1 Al4 (DAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. DATE: 1 / Hi l l To: Miami Shores Village 10050 NE 2 Avenue NE Miami Shores, Florida 33138 Re: Owner's Name 44E LE-Kt W 01.1 (i Property Address 10401 NE It AV G►J UC Roofing Permit Number RF - I Z. —I 0 - 22 3.5 Dear Building Official: I Lou 15 E • TOLEDO certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. STATE OF FLORIDA COUNTY OF -DADE Sworn to and subscribed before me this d a y of 20 / I (SEAL) .*N tjp'Jld1S ' °® Personally known F ° aai or Produced Identi , y 80 L66pU .. 0 . CIVIL ENGINEER January 27, 2011 T and S Roofing System 1461 Northwest 23 Street Miami, Florida 33142 Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 10401 Northeast 6 Avenue Miami Shores, Florida Information provided by client: Permit Number: RF -12 -10 -2235 Date Completion: January 25, 2011 Roofing Contractor: T and S Roofmg System Project Number: 11 - 0078 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative ofReileh 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 9" Flat 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. Based on our test results; we conclude that the installation of the roof the;at the above referenced project meets the teciumement _.. .. .. irt test report for your review. Reileh 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 1✓oharad Sonny Salleh, P.E.49014 s'roject Manager TILE UPLIFT TEST Residential Home 10401 Northeast 6 Avenue Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 11 -0078 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 10401 Northeast 6 Avenue Miami Shores, Florida Project Number: 11 -0078 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 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 Reileh Engineering Corporation -- Project Number - 11 -0078 — Page 3 of 5 Teat Number 24 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 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 Te itatus 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 - 11 -0078 — Page 4 of 5 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 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 Test 1 -11 Comer, 12 -21 Ridge Caps, 22 -46 Perimeter, 47 -71 Field Reileh Engineering Corporation -- Project Number - 11 -0078 — Page 5 of 5 4 46 9 49 2 22 29 41 48 49 O O 25 50 44 9 27 26 24 28 71 52 43 6 7 29 8 82 1151'11LX Kt;ugsf; ° 16005F FELf7 a 25 COUR = 100 5F M JIVVEf; a 25 NO. Th51" LOCATION COMM = 10 FM1MM 17151AANCE, a = 3' R112a CAP 10 -- 180C CON AMA 5'X 3' O MIZE CAP f 5r LOCATION P f NO11;513f;0KM 11LZ L 19NOT 5 LOOSE 11LE 11 -0078 APP OX, t;00E 11:51' LOCA11ON5 ANI2 f71MEN510N5 cYhrni l a BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ,,11 OWNER: Name (Fee Simple Titleholder): '�{EtZ WAG ' .i 4\ ivf 1 # STT 6- ' Q- Phone #: Address: lu `k01 •e.--- A-_._ City: VI A - - . l S Yt Tenant/Lessee Name: J i lar- Phone #: Email: JOB ADDRESS: 0 1 N E._ Cv A City: Folio/Parcel #: Miami Shores (� 22 3 V - mot L Tit elm Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Te/ S Address: /1/0 )Jh 2 3 Sf Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 State: County: 411 sy �{�ms City: tli,C►1 State: Miami Dade Permit No.Q Q aZ5 Master Permit No. Zip: 3313 t Z ip: '53 36 NO Flood Zone: Phone#: CCU YKY ,( Zip: 3) Qualifier Name: t ekl h S Toledo Phone #: J ay' ST ?.Y State Certification or Registration #: CC( 1 C' Z- Certificate of Competency #: Contact Phone #: 10,- 7 - 2.6 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 2- l.O° Square/Linear Footage of Work: 3SO Type of Work: DAddress ❑Alteration Description of Work: Pam Ti I e 4+ riot4,--. New CNftepair/Replace IFCT7V3 DEC 21 2010 BY: ....................... ODemolition � COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: N L) one ********** ***** ****** * ** * *** **** **** ****F ** * * ** * * * ** ** ***** * :* * *** **** * * * *,r Submittal Fee $ J0 Permit Fee $ Z2..c CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Double Fee $ Structural Review $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ TOTAL FEE NOW DUE $ 331 ' - Il p 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 The foregoing instrument was acknowledged before me this 20 day of ID v , 20 , by C- 4S1 Oki El who is personally known to me or who has produced IR-- APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09Xrev6/4/10) Structural Review Signature L� Contractor The foregoing instrument was acknowledged before me this day of t - 20 10 , by LOWS E. 1bLEDD , who personally to me or who has produced as identification and who did take an oath. NOT Sign: ® �pu i41Pap,0 •. 9 • My Cot b! ' � m A'/, 00,,, r 3f1O(' ∎ Zoning Clerk • NOTICE OF COMMENCEMENT } A RECORDED. COPY MUST BEPOSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION • PERMIT NO. TAX FOLIO NO. II - 2231— OIL - ol 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. Space above reserved for use of recording office 1. Legal description of property and street/address: 10%1 NE 4 ,4VFA/Ut /- MOW!! SNo, 51 3313R Got F vi er✓ 0_ —5; D Zl 2. Description of improvement RE2ocF rILE/,QBQooF FLAT By 123.01-2 PAGE 3 11 i HERESY CE viarnal filed in Sign_atyre(s f wner(s) or- Owners)' Authorized Officer/Director/Partner/Manager By 'A By wOfJ61 Print Name / 5 Print Name Titie/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 14 day of By/ 41SLEA v4014 (� A Individually, or ❑ as ❑ Personally known, or Title/Office COUNTY OF DADE f i i2ez- gcntsul a y JT£n i 1 Nf . . 0Yu go �, a G. for produced the following type of Identifi ;'lion: Signature of Notary Public: Print Name: (SEAL) PU UE CAT ION of RSU T th I O have 25d the forego n9 TUTES.... °>'`� gNVS that the facts stated in it are true, to the best of my knowledge and belief. • • -CFN 21 ORH 8 3 769''7 OR' Bkk 27521 Ps 3555; a PS - 11/15/2010 11:10:42 HARVEY RUVIHr CLERK OF COURT MIAMI-DADE isOUWTYr FLORIDA LAST PAGE -a • •o oohN.. Signatures • ; • er(s) or Owner(s)'s Authorized Officer /Director/Partner/Manager•who signed above: 1111111111III1111 Mil IIIII11111II1ll111l1111 3. Owner(s) name and address: Hadn/ wAnrG, 613o 5■ 1 i16 - 4 '• 14016 APT. Z- fl1Avi l F/ . 331 2 Interest In property: t71.1/A/4K Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: T4S SMSTE1VIS ft4C t 14401 tltsi 217 STREET MAW PLC .I DA 9)I42 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: SU 04 7. Persons•within the State of Florida designated by Owner upon whom n. ti ' u= e t -may be Name, address and phone number: Section 713.13(1)(a)7., Florida Statutes, v/TNES m ; � � fi aal `eai. I_ Y ', U /'ilzio• o I. -A Co" yi(tellattniii'Nd:1 ELM1 ir S. In addition to himself, Owners designate•the following-person(s) to rece = a copy of the Uenor's•Notice as provided in Section 713.13(1)(b), Florida Statutes. 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 CONSIDERED. IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT YOUR PAYING TWICE *FOR IMPROVEMENTS TO YOUR PROPERTY. Pi NOTICE OF COMMENCEMENT MUST BE RECORDEDAND POSTED ON THEJOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO.OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. - ' „ g� 26 ID To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Signature Notary Public, Sate of Florida at Lar Print Name SFBC. Than you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Miami Shores Viiiage Building Department 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. f \ uJ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 • • • Date:. •. ;,'; 1� u . ' • • • ...• • • ••. • •. • • . . • .. Re: Owner's Name: L W ail 6 k Jo►4 PAP -t s ((A - Jg • • • Property Address: l®4 u a 6 Roofing Permit Number: Dear Building Official: 1 Ra.eN1 • 'G certify that I am not required to retrofit the roof to wall connections of my building because: edhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edion of the South Florida Building Code (1994 SFBC) • • • .. • • State of Florida eeee utui r County of Dade ,.� '' >s® ® ® � o v® ��S �nendrru,r6, ®`,,o The undersigned, being the first duly sworn, deposes and says that he /she isfi��'i.9„�ib'�'g property mentioned. op,o Swom to and subscribed before me this - day of .DE , R, .. _ 41 • .:�,, 1 ��4n rreeeeat • When the just valuation of the structu for purpose of ad valorem taxation is equal to or more ,iT ' ,000.00, and the building was not constructed with FBC nor a 1994 • • • • • .• • • • • • • 0 • 0000 • • • •••• SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contracto, The owner's initial in the designated space indicates that the item has been explained. 1. 1s" Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for thdpurpbse of pro It g that the roof system meets the wind resistance and water instruction perforancestandards. Aesthetics (appearance) are not a consideration with respect t o workmanship provisigg§.A@sthetiq ; s u p such as color or architectural appearance, that are not part of a zoning code, should bea:ddcessed as part of the agreement between the owner and the contractor. • • • • • • • • • • • • • • • • •••• • • •• 2. Renailing wood decks: When replacing roofing, the existing wood roonliiK bray hi usi be ren'a in accordance with the current provisions of Section R4403. (The roof deck i §mi ljy concealgd prior to removing the existing roof system). • • • • • • 3, ,! ' Common roofs: Common roofs are those which have no visible delineation between peighbpring • • uni-., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor 2rid'8r ow should notify the occupants of adjacent units of roofing to be performed. 4. AL, t Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be "' from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the app-a .nce. tt Ponding water: The current roof system and/or deck of the building may not drain well and may cau'ater to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the on .'jai roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ov '� ' ded 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 acc. 'ance with the requirements of Sections R4402, R4403 and R4413. 7'. Ventilation: Most roof structures should have some ability o vent natural airflow through the �Y 9 intea•.•f the structure assembly (the building itself). The existing amount of attic ventilation shall not be redu -.: It may be beneficial to consider additional venting which can result in extending the service life of the roof. Revised on 7/9/2009 LD / 2./ 7/ c, Contractor Date •• • • . • • Section A Master Permit No: Contractor's N Job Address: ow Slope D Asphaltic Shingles Sprayed Polyurethane Foam Roof Type El New Roof E El Recovering II] Repair Are there Gas Vent Stacks located on the roof? D Yes iNo Roof System Information Steep Sloped area (ft. Low slope roof area (ft. ;Perimeter Width (a'): 5 1 - ame: 11o) 6' 7,1i High Velocity Hurricane Zone Roofing Permit Application Form 7 DEc z 1 2010 fit .... Section A (General Information) Process No: R&M Roof Category Mechanically Fastened Tile Metal Panel/Shingles 1: Other: Corner Size (a' x a'): s L 76 Maintenance If yes, what type? Total (ft. [i'gortar/Adhesive Set Tile • • D Woo:I S10191es/Sger •• • •• • • • • • •• trr- •• )() ZONING DEPT BLDG DEPT Miami — ? APPROVED BY g sLialECTTO s17tAl w _ ›ts, _ hores Village 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. DATE WITI 1 Al ' I 1 1)f F1AL ANI ° A rioNs • • • • • • • • /0 • • • • Section C Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, Identify as "NA ") System Manufacturer: GAF CORP. • NOA No.: On 121 . Oq Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 414. Pmax2: S2 Prnax3: 12 & Max. Design Pressur e, From the Specific NOA System: _ Deck: Type: Gauge/Thickness: Slope: Anchor /Base - Sheet & No. of- Ply(s) - i F �5* Anchor/Base Sheet Fastener /Bonding Material: 1 /4 - R •S. NQ 1 LS Insulation Base Layer: 146. Base Insulation Size and Thickness: )1/-\- Base insulation Fastener /Bonding Material: N� 4 Top Insulation Layer: Top Insulation Size and Thickness: Top insulation Fastener /Bonding Material: Florida Building Code Edition 2007 igh Velocity Hurricane Zone Uniform Permit Application Form Low SID • ed Roof S stem Fastener Spacing for Anchor /Base Sheet Attachment Fled: " oc © Lap, # Rows 2 @ " oc Perimeter: " oc @ Lap, # Rows 4 @ " oc Corner: lP " oc @ Lap, # Rows 4 @ " oc Number of Fasteners Per Insulation Board Field — Perimeter Corner — V2 COX P L\i WOOD sf s r� CIA NIA Base Sheet(s) & No. of PIy(s): QIA Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Piy(s): CAF PLC N Ply Sheet Fastener /Bonding Material: QS 45I — T T1TE. IVY Top Ply: ( ) (141 �l EET Top Ply Fastener /Bonding Material:. ASTM As? 44-4 L'f T \1 PE 1 V .Surfacing: 611 r ' 5 illustrate Components Noted and Details as • Applicable: • • • • Woodblocking, Gutter, Termination, Cleat` Calsf':" Stripping, Flashing, Strip, Base Flashing, Counter- Flashing, �•� • Coping, Etc. • ' •••• indicate: Mean Roof Height, Parapet Height. • . • Height of Base Flashing, Compone t.Mat iaar . . • • I . M Thickness, FastenerTyp Spacing or Submit Manufacturers Detail hat Comply with RAS 111 and Chapter 16. : ... cperfiq at p EE.T x ' Zia 8A., ro,oLJ C 15 t ESE SAFE 6 A F PLj ICI 0.) Vu ES -- Parapet Height Mean Roof Height • • • • • • • 1 • •• •• • • • • • • • • • • • • • •••• • • •••• Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form ed Roof S /stem • • Stee Sio er Mef • • • • • Rat 'MAL MEE I' Roof System Manufacturer: Section D 07 Notice of Acceptance Number: Minimum Design Wind Pressures, 11 Appplicable (From RAS 1'7 or Calculations): l� I, Pmax3: Pmax1: — Pmax2: Maximum Design Pressure (From the NOA Specific System): 7 3 Method of Tile Attachment: Roof Slope: :12 Ridge Ventilation? Mean Roof Height: 1 \Deck Type: Insulation: SID S Type Underlayment: Fire Barrier: stem Descri•tion / Fastener Type & Spacing: ' Adhesive Type: Type Cap Sheet Roofing Covering: Type & Size Drip Fdge: v • • • .. • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Description Section E Tile Calculations For Moment -based tile systems, values are choose either eater Method 1 or 2. or equal to the M, values for area of the values from M. If the M greater roof, then the tile attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" vi _ i� � NOA Mr J (P x2 Z� _ ) Ig s"` r.A" NOA M, 711 3, DAM, Ji (P2: (P Method 2 "Simplified Tile Calculations Per Table Below" NOA M, • Mean Roof Height Roof Slope 15 ' 2:12 34.4 3:12 32.2 4 : 12 30.4 5 :12 6:12 33.8 35.1 • . Required Moment of Resistance (M,) From Table Below 28.4 20' 36.5 34.4 32.2 30.1 31.6 32.8 • • 441 28.0 29.4 30.5 32.4 Where to Obtain information Mean Roof Height Roof Slope Aerodynamic Mulliptrer Restoring Moment due to Gravity M, i NOA. Attachment Resistance i M ; NOA. Required Moment Resistance M Calculated Minimum Attachment Resistance 1 F' i NOA. Required Uplift Resistance F. Calculated Average Tile VVeiahl W NOA. Tile Dimensions I = length I NOA v = width All calculations must oe submitted to the Su ding Official al the time of permit application. • •• • • • • • • • •. • • • • • • • . • • • • • • 26.4 7:12 I 24.4 25.9 27.1 28.2 30.0 Must be used in conjunction with a list of moment -based the 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" - W:xcos 0: =Fn NOA F (P xI: _— xw:_)-W:xcos 0: ,2 NOAF' >:w:= W:xcos 0: =F • • 011.0 • • 110 I Symbol I Where to find Design Pressure P1 or P2 or P3 j RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Site N I Job Sile I NOA MIAMID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 41,12vps1 by the Authority Having Jurisdiction (AHJ). ' ' • .. • .. • . • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County.' oduct Confrbl Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County j erve the rig1 t to have this product or material tested for quality assurance purposes. If this product or mateliaLfalls to rjerf®afi in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ ff ? mecht;1 . 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 DivEsio t iat thi• 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 Build including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate 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. This renews NOA #02- 1211.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 1 of 7 • • • . • • .' • • • ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Boca Raton, 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 moment based system • • • • • •. • • 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Test Agencv_ 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. 1= 16" w = 10" 1 thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Identifier 7161 -03 Appendix 111 94-060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 TAS 112 TAS 112 • Product,, Desc r • • Test Name/Renort Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) .. • • • • • .• • •. • • • • • . • • •• •. • Flat, interlocking, high pre�ssws extruded . concrete shake and slate roof bile! equipped • with two nail holes. For direct t mortar or adhesive set applications. • • Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 2 of 7 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineerins Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #M C -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 Test Name/Renort Date Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Feb. 1995 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing March, 19515 PA 102 • • . •. • (1 Quik- -Drive Screw, Battens . • • • • • • Wind Tunnel Testing • Dec. 199 ! PA 108 (Nail -On) •••• • • • Wind Tunnel Testing • • • • • • Aug :1984 PA 108 (Nail -On) • Wind Tunnel Testing • • • • Ju if 1994 • PA 108 (Mortar Set) : • : • Withdrawal Resistance Testing. SepC •1'999' of screw vs. smooth shank nail • s • •••• 0 Wind Driven Rain Oct. 4994 PA 100 Sept. 1994 Dec. 1998 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 3 of 7 4. INSTALLATION • • • • • • • • 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its c s�a11• bb installed in strict compliance with Roofmg Application Standard RAS lirliAS 13$aI►il 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 Roofmg 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 shal]. be in • compliance with applicable building code. • • • • 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. • • • • • • •. • Tile Profile Monier Lifetile Atlantis Shake & Slate Tile RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) • • •••• Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Weight -W (Ibf) 8.5 Length -I (ft) 1.33 Width - w (ft) 0.833 •••• Tile Profile _ Monier Lifetile Atlantis Shake & Slate Tile Table 2: Aerod amic Multi • tiers - ft (ft ) A. (ft ) Batten Application Direct Deck Application 0.208 N/A Battens N/A 2 ":12" Direct Deck 6.17 Table 3: Restorin 3 ":12" Battens N/A Direct Deck 6.11 Moments due to Gravi - M Battens N/A 4 ":12" Direct Deck 6.01 Battens N/A 5 ":12" Direct Deck 5.89 Battens N/A • • • • • • • • • • •• • ft-lb 6 ":12" Direct Deck 5.75 • • • • • 7 ":12" or greater Battens Direct Deck N/A 5.59 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 4 of 7 • • • • • • • • • • • • Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Table 4: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) for Nall -On Systems Fastener Type 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) Direct Deck (min 15/32" plywood) 30.9 7.3 51.7 24.3 19.0 35.5 31.9 Direct Deck Battens (min. 19/32" plywood) 38.1 N/A 9.8 N/A 18.8 • • til .. 14.0 30.8 A • 30.8 •• • N /A : 51.7 • 24.3 0000 • ••.. • • • • •• 19.0 N/A • • •• •• • 35.5 N /A. • • 1 • • • 31.9 ; •• •• .• • • • • • Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Adhesive 31.3 Monier Lifetile Atlantis Shake & Slate Tile 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - NI/ (ft -Ibf) for Single Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 3 Large paddy placement of 45 grams of PolyProTM. 4 Medium paddy placement of 24 grams of PolyProT PolyPro P Minimum Attachment Resistance 118.9 40.4 Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft for Mortar or Adhesive Set Systems Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Tile Application Mortar Set Attachment Resistance 39.0 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 5 of 7 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 ". • • • MONIER LIFET1LE LLC, ATLANTIS SHAKE AND SLATE (BOLA RATON, PLAIITT) • • • • LOCATED UNDERNEATH TILE • • • • . .. •• • 6. BUILDING PERMIT REQUIREMENTS • 6.1 Application for building permit shall be accompanied by copies of thi Phoiving:: 6.1.1 This Notice of Acceptance. • • 6.1.2 Any other documents required by the Building Official or apl:licab* buildan : code in order to properly evaluate the installation of this systgm. • • • NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 6 of 7 1" WWEALOCK `••. 18116," '"�`'�.y�.`�.'•.:".. 4 .yam •... 4: ��ti" ` ;•. �.. •• emu %• OVERLAY PROFILE DRAWINGS 1 ti END OF THIS ACCEPTANCE • • • • • • • • • • •• • • • • • • • •• • •••• • • • • • • • • • •••• • • • • •• • • • • • • • MONIER LIFETILE ATLANTIS SHARE & SLATE CONCRETE ROOF TILE • • • • NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 7 of 7 • • • • • • • • • • • • • • • • • •• • •••• • • • • ••• • MIA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of >ronStructibfl. '. materials. The documentation submitted has been reviewed by Miami -Dade County Procfuo t ontrof • Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Qgde County. and other areas where allowed by the Authority Having Jurisdiction (AHJ). • • ▪ • his NOA shall not be valid after the expiration date stated below. The Miami -Dade eonnty Pr d uct Control Division (In Miami Dade County) and/or the AHJ (in areas other than MiaOi•ljie County) reserve the right to have this product or material tested for quality assurance purposes.7f this product. • material fails to perform in the accepted manner, the manufacturer will incur the expentgot such tes�ijig and the AHJ may immediately revoke, modify, or suspend the use of such product or material vSithia. • 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: Polystick MTS, IR -Xe, TU, TU Plus and TU P LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following .statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0929.03 and consists of pages 1 through 6. The submitted documentation 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.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 MIAMI -DARE COUNTY APPROVED Dimensions Roll: 65'8" x 3'3 60 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32' 10" x 3'3- 100 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Description A homogeneous, rubberized.aspl1alt •• • waterproofing membrane, glassfaber : • .. • reinforced with polyolefink i m •on the upper surface for use as an underMih>ut for >btetaf . roofing, roof tile, slate tiles anrshingle •. underlayment. A fine granular /sand top stilrface self- • • • • • adhering, APP polymer me difel fiberglass reinforced, bituminous sheer material fe ti : • as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass - fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier 1411756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PRIOI 111 PUSA- 005 -02 -01 PUSA - 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055 -02 -02 PUSA- 083 -02 -01 PUSA- 089 -02 -01 JX20H7A RX 14E8A DX23D8B DX23D8A Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 TAS 103 /ASTM D4798 TAS 103 /ASTM D4798 TAS 103 /ASTM D4798 TAS 103 /ASTM D4798 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 & G155 04/13/09 04/08/02 01/31402 . • • •,p7/14t03 b9 /29AU6 '. • 01/12706 : •••• 12/10%47 . '••••'06/30;0$•• & G15•5"."•:37/06/1i,:. &G155 •• 04/01708 & G15s • X11/09/09 • & G155 • 02 /18S 1 & G155•• X2/18/1'0••. ... • INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. 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. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. 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 Polystick shall be applied over the underlayment. NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 3 of 6 • Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Plus TU P Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. 1R-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR -Xe, TU ;TU p and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU . • Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roofor fongerrtil :l•80 • days after application. Polystick 1R-Xe and TU manufactured in Hazelton, PA Plant Shatl.iot be left. . exposed as a temporary roof for longer than 30 days after application. Polyglass reserv to revise or . • alter product exposure times; not to exceed the preceeding maximum time limitations. • • • • • • • 7. All products listed herein shall have a quality assurance audit in accordance with the FrOnd 33uildtbg. Glide and Rule 9B -72 of the Florida Administrative Code. • • 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set fotth lh the ropf the • manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set ena - - • • mechanically fastened roof tile applications. Polystick IR -Xe is limited to mechanically fastened ropfttle. • • applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Ii'dIjitick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as • The above slope limitations can be exceeded only by using battens and counter battens in accordance wnn the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in direct -to -deck applications. Battens are required for both loading and installation of tiles at all times. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max. Per Stack) NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 4 of 6 GENERAL LIMITATIONS: (CONTINUED) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus and TU P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, 1R-Xe, TU, TU Plus and TU P 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. • • • • • • • •• • • •• • • • • • • • • • •• LABELING: APPROVED • 1. All membranes or packaging shall bear the imprint or identifiable marking of the, n4nufactgrer's • • name or logo, city and state of manufacturing facility and the following statemett:• 1/tiami- l)a&e• • • County Product Control Approved" or the Miami -Dade County Product Control • ea1: as slr;ww, below. • • • • • • MIAMNDADE COUNTY • • • • • • • • • • • • •• • •••• • • • • ••• • BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 5 of 6 • • • 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. • 8. Polystick membranes may not be used in any exposed application such as crickets. exppsed . • valleys, or exposed roof to wall details. • • • • • • • • • • • 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polylllugf,S,Prem • • Modified Flashing Cement, Polyglass PolypIus 50 Premium MB Flashing Cement Polyglass .. • • . PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement,•Merle- Hide•2�4 • • • Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit FlasIiilirnIhesi\...;. Trowel Grade mastic to the area in need of repair, followed by a patch of the Polysticl'C material of • • like kind should be set and hand rolled in place over the area needing such repair. fatehijig . • membrane shall be a minimum of 6 inches in either direction. The repair should be installed • u . such a way so that water will run parallel to or over the top of all laps of the patch • • • • . • • • • •• • • . • 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 6 of 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of codstrttiPn materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Pi 'c oc2. • Review Committee to be used in Miami Dade County and other areas where allowed by the 4 ty Having • Jurisdiction (AHJ). .•••• • • • • • • • •••• • .. This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dadeg€egnty) inc}/og • the AHJ (in areas other than Miami Dade County) reserve the right to have this product or matCfial'tested ffr quality assurance purposes. If this product or material fails to perform in the accepted manner, the mile 'anturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the > se of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is tl4 ernnined bx 31,CCO • • that this product or material fails to meet the requirements of the applicable building code. •••• This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 • • • • • • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane 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 jiigh • profile roof tiles system using Polypro® All 160. Where the attachment calculations are ctin at a .. • moment based system for single patty placement, and as an uplift based system for double potty.systems • • • • • PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Descrittbtit: •• .. • Two component polyure liarse town • 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 @158 100% Humidity, 2 weeks 86% • • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • •••• • • •.• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services F 2 F'= MS Test Identifier #94 -060 257818 -IPA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01 -6743 -011 01- 6739 -062b[ l 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 W Test Name /Report TAS 101 TAS 101 SSTD 11 -93 S STD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 • • • • • • • •• • •• • ••.4/30/93` •••• • • :�ft/ •••QW 6/95• • •• 10%23/98 • • • • • • • • •• • • •••• • • •••• 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 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 accordgncg•ith Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH11'i0 Operating •,• Instruction and Maintenance Booklet. • ; •. • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and license�cj,yy Polyfoam • • Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to rhn.aathority • • having jurisdiction. • • ;" : • • • • • • 5. Calibration of the Foampro® dispensing equipment is required before application of an$�'adhesive. • The mix ratio between the "A" component and the "B" component shall be maintainer enween 1,0- • 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds pir til; as :" determined at calibration. No other settings shall be approved. ' ' •••• • • 6. Polypro® AH160 shall be applied with Foampro RTFI000 or ProPack® 30 & 100 dispensing • • •' equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 •••••• • • • •••••• • • •••••• • • ••••• • • 00000 •••••I • • •••.•• • • •••0•• • • Eave coarse only: Keep adhesive approx. 4 M. up from weepholes Nail through plastic cement ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Underlaymenf 1 10 in: Eave Course Eave course only: Keep adhesive approx. 4 in. up from weepholes Paddy (Beneath nle) • •• • • Fascia: • Wormhole fare closure • • • • DA) edge • • • • 1) Place enough adhesive to achieve 1T to 23 square inches in contact with the pan tile 2) Tum covers upside down. Place adhesive 112 in. To 1 in. From outside edge of cover tile. Then install the tile. Underlayment 1 Remov top portion of the save course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Eave closure (mortar shown) Weephole Fascia Bo • • • Optional Polnt•up Mortar on longitudinal edges of the • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • • •• • • • ••••• • Optional 2x4's for — • • • • • steep pitch applications Nail through plastl!cemeN Sheathing 00000 • • • •••••• • • •••••• • • ••••• • • 00000 •••••• •• • •••••• • • •••••. • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Underlayment Lave Course Eave Closure Nail through plastic cement Underlayment Paddy (Beneath Tile) Fascia Paddy (Beneath Tile) Eave Closure Nail through plastic cement Underlayment Eave Crouse Paddy (Beneath Tile) • • • • • • • •• • • • • • • • • • • t'ascta 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 t �' 3 In. I x3in. Single paddy on under - layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course 2 in. X 7 in. medium size paddy eave Fascia course only 7 in. x 3 in. Single paddy on underlayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Underlayment 1 / s. 3 in.x 3 in. Sin gle 4 in. paddy on under - layment Single paddy on top of tile Eave Course Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size 14 • course*only •• • • • • • • • • • - ascia W Eave closure Drip edge Nail through plastic cement Eave Course Single paddy between tile Eave Closure 2 In. x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 0 00000 • • • •••••• • • •••••• • • ••••• • • 00000 •••••• • •• • • •.•••• • • M I?A M I'DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) .PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 NITAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -290I FAX (305) 375-2908 • • SCOPE • This NOA is being issued under the applicable rules and regulations governing the use loansrructicp • • • 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 Wlt8.allow •• • • by the Authority Having Jurisdiction (AHJ). • •••• • • • ••...• : . This NOA shall not be valid after the expiration date stated below. The Miami -Dade r & a1y Product •...• Control Division (In. Miami Dade County) and/or the AHJ (in areas other than Miami•1Vd0 County) • •..... reserve the right to have this product or material tested for quality assurance purposes. If this • • • • material fails to perform in the accepted manner, the manufacturer will incur the expense 21'14)13. testing... • • and the AHJ may immediately revoke, modify, or suspend the use of such product or material witliia • • their j ri sdiction. 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 requirements oY the applicable building code. This product is approved as desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up 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 affeoting 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 terminat this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVFRTISEIINT: 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 and revises NOA No. 03- 0501.05 and consists of page 1 thro gh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 • • • • • • • • • •..•. ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUF,A. TABU 1 Product Leak BusterTM Matrix"' 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak Buster"' MatrixTM — 305 Fib led Asphalt Emulsion • Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM • 322 Elastomeric Roof boating LeaksBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM Matrix"' 204 Wet/Dry Roof Cement RUBEROID Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS #75 APPROVED MIAMI DADE COON Roofing BUR Wood -75 psf Dimensions 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons 1 • Di Test Specification AST' D 41 ASTM D 1863 ASTM 1227 OR LABELED BY APPLICANT: Product, Descriptiol:. • • : • • • • •• Asphalt concrete primer used tel ttomote • • adhesion of asphalt in built A0fmg. • • • • • • Granules for surfacing of exrehasphalt, cold process cement or emu ioit 3AF • • • • • Mineral ShieldTM Granules shall be useclfar flashing applications only. • • • . • • • • • Surface coating for smooth surfaced roofs. 1, 5 gallons • ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. • ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide • base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 ••.... • • • •••••• • • 000000 • • ••••• • • ••••• ••..•• • • 000000 • •.•••. • • Product GAFGLAS #80 ULTIMATM Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4 GAPOLAS Mineral Surfaced Cap Sheet GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS STRATAVENT EliminatorTM Perforated .. • ..•.• • - GAFGLAS® Flashing Various Asphalt coated glass fiber mat flashing sheet available - in three - sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat ooated with polymer - modified asphalt and smooth surfaced. Non-Woven. Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D -6164 Non -Woven Polyester mat coated with , polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and • surfacedwith mineral granules. ASTM D -6164 Non - Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet GAFGLAS STRATAVENT EIiminatorTM Nailable .RUBEROID SBS Heat- WeldTM Smooth RUBEROID SBS Heat We1dTM Granule RUBEROID SBS Heat- WeldTM 1.70 FR RUBEROID SBS Heat-WeldTM PLU RUBEROID SBS H PLUS FR RUBEROID SBS Heat- We1dTM 25 RUBERODD Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide • 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) - wide 39.37" (1 meter) wide 39.37" (1 meter) wide • 1 meter (39.37 ") wide 1 meter (3937") • wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (3937 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide Test ) Specification ASTM D4601 'ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 AST11+T D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D460I, TypeII,UL Type G2 BUR Product • ' DescrOtion Asphalt impregnated and coated, fiberglass base sheet • Type VI asphalt impregnated glass felt with asphalt coating, Type W asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap shot. :. surfaced with mineral granule ? . • • Asphalt coated, glass fiberma sxap sheet • • surfaced with mineral grarfalerWith faotor applied layer of TOPCOAT • Fiberglass base sheet impreg and . • •: • coated on both sides with aNhtlt. Surfaced • on the bottom side with milerat granules • • . embedded in asphaltic coating wash faciory - perforations. NOA No.: 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 • • • • • ...... • • .•••. • • .• . .. • • • • ...... • • • • Smooth Product RUBEROID 20 RUBEROID Mop Granule RUBEROID Mop Plus (Granule) RUBEROID MOP RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS (Granule) RUBEROID TORCH FR RUBEROID . TORCH RUBEROID 30 RUBEROID 30 FR RUBEROID ULTRACLAD RUBEROID Dual FR Vent Stacks (metal and plastic) Dimen 3937" (1 meter) wide 3 9.37" (1 meter) wide • 39.37" (1 meter) wide 39.37" (1 meter) ' wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) Wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6163 SBS modified asphalt base sheet and ASTM D 5147 interply sheet reinforce with a glass fiber mat ASTM D 6222 Non -woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6222 Non -woven polyester mat coated with ASTMD 5147 polymer modified asphalt and surfaced;y :. mineral granules. ASTM D 6164 ASTMD5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D ASTM D.5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 • ASTM D 6222 ASTM D 5147 ASTIVM D 6222 ASTM D 5147 ASTM 6163 ASTM D 5147 ASTM D 6163 ASTM 13 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description • • • • • Non -woven polyester mat co'atedwith • • •• • • • polymer- modified asphalt aMI ;both • surfaced. •••• •• • Non -Woven polyester mat atel with Are • • • da retardant polymer modified mph* and :...:. surfaced with mineral granutes.• • • Non -Woven polyester mat cliatkr with fife • • retardant polymer modified isphalt and . surfaced with mineral granuTei.' •••• Heavy duty, polyester reinforced, asphalt •'" modified bitumen membrane, smooth surface, Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fre retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified • asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA. No.: 07 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 1.-.1- • ••- ••.••• • • ••-•1- • • •.•-. • • 1...• •1111• .• • 111111 • • 11.111 • • product Leak BusterTM MatrixTm 302 Non Fibered Aluminum Roof Coating GAF Built Up Roofmg Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P , Leak BusterTM MatrixTM 602 ' Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM kiire(7u—Ei m VersaShield VersaShield FB-1 S VersaShield FB -2S TOPCOAT FireShield MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak Busterm MatrixTM .102 SBS Adhesive .Leak BusterTM Matriem 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive Dimensions 5 gallons 1001b. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5; gallons 350sg ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test S peer ASTM D2824, Type 1 ASTM D312, Types I, II, III and IV ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E - 1644 ASTM D3019 Product »escription Non- fibered aluminum pigmented, asphalt roof coating. Interply mopping and surfacing asphalt. SEBS modified asphalt. 1111. • .. Surface coating for sniootb,S fared and . mineral surfaced roofs. •••• • • •..• 11 Surface coating for smoothifaced and • . mineral surfaced roofs. •••••• • 1 • Surface coating for smooth)urfacbd and ...: • mineral surfaoed roofs. . • . • proprietary Elastomeric roofing membrane. . ow -VOC e- bar er- coating. Non- Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive. ASTM D4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D4586 Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold Applied Asphalt Adhesive. • • 1111 • • • • • • • •• • • • • • •• • • •.•• • .1•• NOA No.: '07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 00000 . o .••.•• ..... • ...... . • :1.... • • .11.1 • Product, Leak BusterTM MatrixTm 303 Fibered Aluminum Roof Coating Leak Buster MatrixTM 304 Non Fibered Aluminum Roof Coating APPROVILD INSULATIONS: Product Name• EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ® , Dens Deok Prune, Dens Deck ® Dora GuardTM Structodek SecurockTM MlAMI.DADE'COU APPROVED Dimensions 5 gallons 5 gallons EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Compos EnergyGuardTM Composite RA Test Specification ASTM D 2824 ASTM D2824, Non-flbered aluminum pigmented, asphalt Type I roofcoating. Table 2 Product Description. Fibered aluminum coating. Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. . Fiberboard insulation. Perlitee insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate/wood fiberboard composite Polyisocyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Product Descdption ••S••. • • • • • •• • .••••• • •••..• •••• •• •. Mdbnacturer• • • • • • • •• (With 13Vr nt NQA).: • • •BMeA • GAF Materials Cori...: • . • • • • •••• • • • • GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G-P Gypsum Corp Knight Celotex USG Corporation • • • • • NOA No.: 07- 1219.09 lixpiration Date: 11/0443 Approval Date: 03/20/08 Page 6 of 19 •••••• • • • •••••• • • •••••• • • ••••. • • ••••• 000000 • •••••• • • 000000 • • APPROVED FASTENERS: Fastener Number IRT ofS.Fl. Test Agency APPROVED MIAMI.DADE COUNTY Product 'Name 1. Drill- TeaM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty RoofmgFastener 2. Drill- TecTM ASAP 3. Drill -Team #12 or #14 Standard screws with AccuTrac Plate 4, Drill -TecTM Galvalume Plates • 5. Drill -TecTM • Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume coated steel plate. Test Identifier J.I. 2B8A4.AM J.I, 3139Q1:AM J.I. ODOA8.AM OD1A8.AM J.I, 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF - 020 -02 -01 02 -005 02-014 Dimensions Various • • •0.000 Various GAF leatg Carp. •• • •• • • • 0.••.• • •• • ..•.•• • Various GAF M#,�.xials Corp • • • • • •• • • • • 0 • .....• •• •: • 3" and 3 W • GAF Mste;is Corp. • • • • 3" a n d 3 W GAF IvPatte, aas Corp, • • .. •••• 3lrSquare GA MMt — ials Copp. Description 4470 4470 4470 4470 -TAS 114 • 4470 - TAS 114 4470 - TAS'114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Manufacturer (With Current NOA) GAF Materials Corp. Date 07.02.97 01.08.98 07.09.99 07.29 . .94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03 ,22.02 NOA No.: 07- 121}.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7 of 19 •0000• 0 ••0 0• • • •.•.•• • • •0•.• • • 0.0••• •...•• • • • • • Deck Type 1: Deck Description: System Type E: Fire Barrier: (optional) Base sheet: Fastening Options: . • MIAMI.DADE COUNTY APPROVED Wood, Non - insulated ' /32" or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. ' FireOutTM Fire Barrier Coating, VersaShield ® Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. • • GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® EIidnir torTM • • Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, IttTBLROI$ Heat- We1dTM Smooth or RUBEROID Heaat- We1dTM 25 base shiitgphanicall fastened to deck as described below; . . • • .... • • . • ▪ • '•.' ..... • GAFGLAS Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS #75 $iv aeet o . ..... • .... ..... any of above Base sheets attached to deok with approved annularniiigs'hank • • nails and tin caps at a fastener spacing of, 9" o.c. at the lap sta e pnyl in two • • • . . rows 12" o.c. in the field. • • (Maximum Design Pressure — 45 psf, See General Limitation #4 ..' : .... • • • GAFGLAS® Ply 4, GAFGLAS ® Flex P1ym 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck~ with - Drill -Tec 'M -#12 standard #-1' or # 15 Screws and 3" Drill -TecTM steel plate or Drill - TeoTM AccuTrac 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 PIyTM 6, AFGLAS #75 Base Sheet or any of above. Base sheets attached to deok with rover annular rings nails and tin caps at a r fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the 1 _ _ ' (Maximum Design .Pressure 52.5 psf, See General Limitation #7) GAFGLAS RUBEROID RUBEROID " Mop Smooth, base sheet attached to deck with approved PA" annular ring shank nails and. inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deok with • Drill - TeoTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill TecTM AccuTrac Plates, 12" 0.0. 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. (Max r i m 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-TecTM 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 psi, See General Limitation #7) NOA. No.: 07- 1219.09 Zxpiration Date: 11/04/13 Approval Date: 03/20 /08 Page 17 of 19 GAFGLAS #75 Base Sheet or any of above Base d sheets h attached steel plat with Drill -Tec #12 standard, #14 or # 15 Screws or Drill-TecTM AoeuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaoed approximately ma 9" Limitation o.c. in the #7) field of the sheet . (Maximum Design Pressure -75 psf; Ply Sheet One or more Aies of GAFGLAS PLY 4 80 ULTIMA, RUBER ® MOP Smooth or RUBERO ID 20 adhered in a full mopping a applied within the VT range and at a rate of 20 -40 lbs. /sq. �hee tier yCap neral �.p ' . � Ca Sheet: Optional One ply of GAF �' -- = =� - ' P TM Mineral Surfaced Ca • Sheet : dhered in a fix _ mopping of approved asphalt applied within the EVT range and ti kagte e .„ • • • ...... • of 20 -40 lbs. /sq. .... • • : • • • • : • • S urfacing: p • (Optional, required if RUBEROD® MOP Smooth or RUBEROID 2D. is top .. • • • • •. e • • • .. • membrane) Install one of the follow 1. Gravel or slag applied • • lied at 400lbs. /sq. and 300 lbs. /sq. resp��ttv@ly in • . • • . coat of Leak Buster TM Matrix a flood coat of approved asphalt at 60 lbs. /sq, or applied in a fed TM 103 Cold Process Adhesi4e app ...... • • • at a rate of 3 gal. /sq. • • • • • 2 Gp,FGLAS Energy Cap GAFGLAS® Mineral Surfaced Cap Sheet, in of approved •••• Mineral Surfaced Capsheet adhered in a full mopping pp asphalt applied the EVT range and aEa rate of 20 °40 115s - /uq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating,,at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM F s TOPCOAT®1vI3 +, TOPCOAT® hield Elastomer c Roofing, Membrane, applied at 1 to 1.5 gal. /sq. Roofmg 5, Leak BusterTM MatrixTM 602 MB a n Ela eri� to 1 5 gal./sq. Membrane, BnergyCote® roof co g pp 6. TOPCOAT® Surface Seal, T Nl O ,embOane applied atlto•1B.5 Solvent galisq based Elastomerie Roofi g 7. Advance Green Technologies oB iu� Photovoltaic Laminate installed nco compliance energy collector auxiliary roof equipment manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 074219. Expiration Date: 11 /04/13 Approval Date: 03/20/.08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /4" Dens DeckTM or V2" 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 commiliarrbe with , • Product Control Approval guidelines. All other layers shall be adhered in a full mopp n.4 p € • asphalt applied within the EVT range and at a rate of 20-40 lbsisq., or mechanically a tied using the • f a s t e n i n g pattern of the t o p l a y e r • • • • • • :. • 3. All standard panel sizes are acceptable for mechanioal attachment. When applied in 'oved pht t, • OOOOOO pane] size shall be 4' x 4' maximum. • • • • . . • • 4. .An overlay and/or recovery board insulation panel is required on all applications ova gSospd cell foam insulations when the base sheet is fully mopped. If no recovery board is used the l2asd sleet shall lee applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; o str%p mopped ribbons in three rows, one at each sidelap and one down the center of the sheet allowing 2t oontilttdtfs. area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every trill each ribbon to allow cross ventilation: Asphalt application. of either system shall be at a minimum rate of 12 lbsisq. 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 lb£, as tested in compliance with Testing Application Standard TAS 105. Xf the fastener value, as field - tested, are below 275 Ibf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet ormembrane 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 froin Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (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 (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMIDADE COUNTY APPROVE) NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 •••••. • .•..•. • • OOOOO • • ..• •. • • OOO • . • •.••o• • . ••..•• • • 9 1 Ur U.A.1 Jvv - i•vvu.ig ••.; - -- __ Paoe Bottom See General Information for Roofing Systems TGFU.R130 Roofing Systems Roofing Systems R1306 • • • • • • • • • •• • • • •• • • • • • • •• •••••• GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA ••• • ••• • • • ••••• "Ruberofd@ 20" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the Polo :.n Classifira •nse • • • : gypsum board or 1 /a -in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime oo oar ' • • • • system Is acceptable for use over combustible • • • • • • -in. thick (minimum) gyp do boand!and•G-P Gypsum • • "DensDeck DuraGuard'" Roofboard" may be used In any existing noncombustible deck Classification. When this is done, in with Cha combustible (15/32 -in. minimum) roof decks. However, the butt joints In the gyp • •••• • • " " DensDeck Prime® Roofboard" or "DensDeck DuraGuard `" Roofboard" are to offset a mintaui I C • Corp. "DensDeck ®Roofboard, rene is part of the roof system, It must be placed below the overtayment board. • • • • • • • • • • • • butt joints }n the roof deck. If polystyrene • • •••••• Gypsum Corp. "DensDeck ��f�dbfhbard,° .... • • " 6" may be adhered to G -P Gyp • • Multiple piles of "GAFGLAS@ Ply 4" or "Tri Piy® Ply 4 or "fri PIY® PI} 6 + Y asphalt. •••• "DensDeck Prime® Roofboard" or "DensDeck DuraGuard " Roofboard" in hot roofing asp "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applitabie 'GAF Stratavent® Eliminator "' Venting Base Sheet (Mailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Periite insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation o g mechanically a I fastened, ed, adhered EPS I hot o p pi n g asphalt or urethane insulation adhesive. Polystyrene referenced. in any.- _of t._ o . -. C }a References to glass fiber insulation Include "EnergyGuard Fiberglass insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® 475 Base Sheet" or "Tri -Ply® *75 Base Sheet", or "GAFGLAS® *80 ULTIMA ") Is a suitable fiber altemate for Type 61 asphalt glass ply sheet ( "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base ' to be loose l mopped l inat and nail Venting eB e Sheet ( Pe r forated)" or "GAF Statavent@ Eliminator' "' Venting Base Sheet (Nailable).' Perforated mechanically attached granule side down. "GAF Stratavent@ Type 62 asphalt glas mat Base Sheet (Mailable)" may substituted for Type 61@asphallt Sheet" or ply shee ("GAFGLAS®P y 4" or "GF akavent® Eliminator " " Vntlng Ba "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid @" may be used for Flashing in any of the Class A, B or C systems listed below. When "perllte" is referenced, this includes "GAFTEMP PERMAL1TE @" or any other UL Classified perlite insulation. Crushed stone or slag are suitable altemates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Gass A, B or C systems listed over C -15/32 or NC. - - .- 1, :., f'S.'Ar‘J tfpnirli ;,iPtT .1 SF.X T/I FR AME /showpaue.hmil °n auz] e =T... 8/18/2010 8/1 '1.CiFU,RJ_Ub 1�001111y�' D)'��oiuo � � effect the rating. The use of ' /: -in. minimum The use of gypsum board under any of the following Class A, E or C systems does not adversely gypsum board is an acce ptable alternate for insulation over C -15/32 decks. I 1 yanurate board in the following Class A, B or C systems. The use of polystyrene insulation board between minimum 3 /., -in thick indite lte board d and deck will, rosin pap er (p erlite /rosin paper /polystyrene /perlite) is a suitable alternate for po Y s "EnergyGuard RA" or "Tapered EnergyGuard RA" or "Energy Guard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLASG e80 Premium Base Sheet" may be used in any of the following systems, "GAFGLASG Flex Ply 6" and "Tri -PIyC' Ultra-Flexible Ply 6" are suitable alternates to "GAFGLASC' Ply 6 ". n • •••••• erlite insulation in any o • f the following NC Classifications. • • " be used in lieu of any P , •� al DD ••• • • • • • "GAFI'EI�1P Perrnalite Recover Board may • • � • • • • • Asphalt" may be surfaced w'itl, "F(reshleld MO" at 2 / to • . • • "Asphalt Felt Systems with Hot Roofing p •••••• • • •••••• Unless otherwise indicated, any of the "Asp • • ftz. • • • • ••••• • „ Ru n, Smooth” or "RuberoidG 2D° op •••••• • • "RuberoidG Dual Smooth" may be used as an alternate to bero� •• •• • •••••• • • "RuberoidG Fop Smooth 1.5" may be used as an alternate to "RuberoidG' Mop Smooth • • • • • • Class A, B and C •••••• • • • •• • Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.� " R.u.t amid@ Neat Veld" SOS roofing membrane -may be .used in lieu.of- ".RuberoidG Mop" - Bs products 'in any applicable Classification. Class A Incline: 3 1. Deck: C -15/32 Insulation (Optional): — One or more layers perilte or wood fiber or class fiber or poiyisocyanuraate ureane or e e mopped. p 4" or wood I I b Ply IY or "GAFGLASC Ph' composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. P / — Three ore P e GI or "GAFGLA.SC Ply Ply Sheet: —Three or more plies Type Surfacing: -- Grave . - •-- - Incline: 2 2. Deck: C-15/32 of �isocyisoc ate composite to or ue o or urethane any thickness. i a /Ply (Optional): o One or more layers perilte c mpositebor wood flberr /p 1 pol r a a o ito ne t or " any thick C? or Insulation n PI 4" or "Tri PIyC' Ply 4" or "GAFGLAS@ Ply 6 "• PIylite Sheet — Three or core plies or perilte/urethan o urethane comp �, Mineral Surfaced Cap Sheet „ fn Mineral Surfaced Cap Sheet" or "TrrPly s Ply Sheet: —Three or more plies Type Gi or GAFGLAS )' Cap Sheet — One ply Type G3 GAFGl.AS..' EnergyCap'" '" BUR Mineral Surfaced Cap Sheet." Incline: 2 3. Deck: NC erlite /ppiyisocyanurate Insulation (Optional): — One or more layers perllte, wood fiber, glass fiber, polyisocYanuratee, urethane, p Trf _eI ) ,o it h composite, erlite /ure p T e GI "GAFGLASC', PIy 4 ", ' F Mineral Surfaced Cap Sheet" or "GAFGLPSta thane composite, wood fiberlPolyisocyanurate composite, site, , GAFGIASC' phenolic, 2 ^in, maxim Ply Piy Sheet: —Two or more plies YP Cap Sheet — One ply Type G3 "GAFGLASC� Mineral Surfaced Cap Sheet" or "Tri -PIyC EnergyCap' " BUR Mineral Surfaced Cap Sheet." Incline: I 4. Deck: C -15/32 Slip Sheet (Optional): — Red rosin paper, nailed to deck. n "75 Base Sheet" (may be Walled). m PI 4„ or GAFGLASCn. Ply 6 °' Type G2 °GAF 7_ Ease Sheet or "Tri -Ply Base Sheet: — One ply Typ . rAFG A Sm u`' ` of "TrrPly y n Mineral Surfaced Gap Sheet" or C sheet: —One or Type ekes Type GI �"' �" hp "t'" or "Tri -PIyC: Cap Sheet: —One ply TYPe G3 "GAFGLSi e Mineral Surfaced G'D S_ EnergyCap' "' BUR Mineral Surfaced Cap Incline: 3 5. Deck: NC e Base 5 Ea n =`7, Base Sheet" or "Tri- Pl)'�'' ='7s Sheet". 75 n Ply 7 or a Sheet ". Ply 6" Base Sheet: —Ono ply more plies Type G "G n PI 4" or "76-PIyC y' , n Mineral Surfaced Cap Sheet" or "GAFGLP.S@ Ply Sheet: — one or more plies T} p e G1 M ineral )' Sheet" or "Tri -PIy C' Cap Sheet: —One ply Type G3 "GAFGLAS�'• Mineral Surfaced Gap ,.,., ,lo,,fain n =T... $/J 8'2010 •••• • • • • • • • • • •••••• • • COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE HATE gommnnv) POLICY EXPIRATIOA HATE (MMmnrYY) LIMITS I TR GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY INSURER E: EACH OCCURRENCE E $ FIRE DAMAGE (Any One Fire) $ MED EXP (Any one person) $ CLAIMS MADE OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP /OP AGG $ GEN'L AGGREGATE LIMIT APPLIES PER: -I POLICY 7 PFI I LOC AUTOMOBILE — — ^— — LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea atxddent) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ A WORKERS EMPLOYERS COMPENSATION AND LIABILITY WC77779991701 04/01/2010 04/01/ 2011 W CSTATU- X I Tnav I AIM I OFR TH- E.L. EACH ACCIDENT $ 1000000 E.L. DISEASE - EA EMPLOYEE $ 1000000 E.L. DISEASE - POLICYLIMIT $ 1000000 OTHER LIMITS $ LIMITS $ DESCRIPTION 1. This Coverage Applies OF OPERATIONS/LOCATIONSNEHICLES certificate remains is not provided for to 100% of the employees /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS in effect, provided the client's account is in good standing with AMS. any employee for which the client is not reporting wages to AMS. of AMS leased to T & S ROOFING SYSTEMS, INC., effective 04/01/2010 ACRD., CERTIFICATE OF LIABILITY INSURANCE CERTIFICATE NO. / DATE 03/23/2010 03/23/2010 02:24 AM PRODUCER Righpoint Risk Services LLC 14160 Dallas Parkway #500 Dallas, TX 75254 (800) 632 -5096 (972) 715 -0959 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR • ' • • ' - - - ' - INSURERS AFFORDING COVERAGE INSURED: AMS 1 /c /f: T & S ROOFING SYSTEMS, INC. 1455 NW 23 ST MIAMI, FL 33142 (305) 265 -2659 Fax: (305) 265 -2685 INSURER A: Companion Property and Casualty Insurance C INSURER B: INSURER C: INSURER D: INSURER E: CERTIFICATE HOLDER I CITY OF MIAMI SHORES 10I50INE DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 331382309 1 "" " L '"""' "' " " --" rte..... Laann.,C1...L#4. MY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 7 �,1 n ernDn r_nRDARATIAN 1ORR ACORD 25-S (7/97) • PRODUCER (305)441 -2997 First Class Insurance Market 392 Minorca Ave. Coral Gables, FL 33134 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED T & S ROOFING SYSTEMS INC 1461 NW 23 STREET MIAMI, FL 33142 INSURER A: ATLANTIC CASUALTY INS COMPANY INSURER B: INSURER C: INSURER 0: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, ENCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OMR LTR ADM mss TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATEIMMIDDMI POLICY EXPIRATION DATP imm/no m LIMITS GENERAL LIABILITY ,/ COMMERCIAL GENERAL LIABILITY CLAIMS MADE V OCCUR AC1215152PC AC1215152PC 03/02/2010 03/02/2011 EACH OCCURRENCE $1.000.000 DAMAGE (NTED ) TOEe RE o ccurtenes $50,000 ME0 EXP (Any one Person) $5,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS- COMP /OP AGG $1,000,000 ! GM_ AGGREGATE OMIT APPLIES PER: J POUCY p JEOT LJ LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS f -' D HIRED AUTOS NON OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) I $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE C@ (Perecdderd) $ I GARAGE LIABILITY r ' ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ 1 EXCESS/UMBRELLA p LUIBIUTY OCCUR C CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ i$ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? If yes. describe order SPECIAL PROVISIONS below J TORY LIMITS ER_ EL EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ IE.L DISEASE - POLICY LIMIT $ OTHER 1 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ACORD CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 03/02/2010 CERTIFICATE HOLDER CITY OF MIAMI SHORES 10050 NW 2 AVE MIAMI SHORES, FL 33138 ACORD 25 (2001/08) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO SO SHALL IMPOSE NO OBL1GATI • . OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTHORIZED SENTATNE © ACORD CORPORATION 1988