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RF-09-1322Inspection Number: INSP- 126808 Permit Number: RF -8 -09 -1322 Scheduled Inspection Date: October 13, 2009 Inspector: Bruhn, Norman Owner: Job Address: 10516 NE 4 Avenue Project: <NONE> Miami Shores, FL 33138- Contractor: ADVANCED CONTRACTORS BUILDING SUPPLIES CORP Building Department Comments RE ROOF FLAT TILE TO ROOF Passed Failed Correction Needed Re- Inspection Fee October 09, 2009 o Vito No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments C�- For Inspections please call: (305)762 -4949 Phone Number Permit Type: Roof Inspection Type: Final Work Classification: Tile Parcel Number 1122310130190 Phone: (305)820 -0477 Page 19 of 20 October 6, 2009 Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel:305- 823 -8008 Fax: 305-823-3300 Patriot Investments Miami, Florida Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 10516 Northeast 4 Avenue Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: September 30, 2009 Roofing Contractor: Not Provided Project Number: 09 -1051 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height ofthe roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Concrete /Clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe 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. 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 M . hamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 10516 Northeast 4 Avenue Miami Shores, Florida Reileh Engineering Corporation — Project Number - 09 -1051— Page 2 of 5 ROOFING AMMAN APPROVAL ig Snh-Cateiturr, Roof Tile Adhesive 244*.."1 Polyurethane 1. SCOPE This approves Polyproe AH160 as manufactured described in Section 2 of this Noce of A by Po �" `:` ,`` Products, Inc. as pressure requirements, as c�ptance. For the locations vvin�e the design determhred by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with 127, for use with Roo � RAS 127 � .�ipplicatvn Sta npi All 1 Where � low, and hi profile roof riles system, using for single attachment calculations are done as a moment . , ;s' system ill ley placement, and as an uplift based system for die patty systems 2. PRODUCT' DESCRIPTION Ibfrrufacturef by Agyfigegt Polypro® AH160 Foampro® RTFIOOo PmPack®30 & 100 N/A N/A N/A ACCEPTANCE Noe 014 2142 Test PA 101 Approval Date: Aar 14. 2001. Expiration Date: Afautumm Product Two component polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: An y `Dade County Product Control Accepted Roof Tile Assembly wing a current NOA which list uplift resistance values with the use of Polypro AH160 mettle adhesive 2.2 Typical "' , :: Proportion Density ASTM DD 1622 1.61bs.//i},3 Compressive .ASTM D 1621 18 PSI Parallel to rise Strength 12PSI Tensile Strength A 1D 1623 28 PSI Perpendicular to rise Water Absorption ASTM D 2127 0.08 LbsJFt2 rise Nloisturie Vapor • ASTM I3 96 3.1 Perm / Inch Transmission e Dimensional Stability ASTM D 2126 +0.07 % Vo1u m�e Change @ -44 F., 2 weeks +6.0% Winne Humidity, 2 Frank Zul~aga, RRC Product col Examiner Report of TILE UPLIFT TEST for Residential Home 10516 Northeast 4 Avenue Miami Shores, Florida Project Number: 09 -1051 12 1 35 1 35 2 35 3 35 4 35 5 35 6 1 35 7 1 35 8 1 35 9 1 35 10 1 35 11 1 35 13 1 35 14 1 35 15 1 35 16 1 35 17 1 35 18 1 35 19 1 35 20 1 35 21 1 35 22 1 35 23 1 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 - 09 -1051— Page 3 of 5 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 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 - 09 -1051— Page 4 of 5 52 53 54 55 56 57 58 59 60 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 09 -1051— Page 5 of 5 0. ■ 55 6 1 29 28 27 26 41 44 45 49 5 22 8 9 50 48 u 551 10 52 55 94 55 55 51 54 52 12 24 50 11 2'. 4 45 1 5 60 59 42 41 2 21 58 40 18 98 19 20 59 16 51 56 55 15 15 56 14 51 5' 09-101 APPROX. ROOF 11:51' LOCA110N5 ANI7 1711"5ION5 AFFIDAVIT 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. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name � /� II 0'12 7 1/ -4 e Property Address ,' 6 ,4/£ yG Ave- Roofing Permit Number /2 F - g .. v Dear Building Official: I f 1 /i r?. e'cl A V P0^4, 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 C • : mission by Rule 9B -3.047 F.A.C. Qua ing i 4it Signatur. of TM: lift'% g Agent z /, V. .4 Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this day of b (SEAL) �! Personally known or Produced Identification ,200 w Notary Public State of Florida Sabrina m Nemandez ' r a My Comission 00594904 'poi vfr Expires 0911312010 C\Docamonts and Satinga4tcl\My DocamontASteNstiesCttap hs_noofing Affidavit Compliance -9 26 07F7lleblo.doc Project Address acs? M,�r,:; �v�;•ras;� , ,,,,.�,ws, rmssr.. 10516 4 Avenue Miami Shores, FL 33138- Owner Information CALAMERT VENTURES INC Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Permit Fee - New Roof Reinspection Fee Revision Fee Scanning Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Amount $9.60 $3.20 $325.00 $75.00 $35.00 $6.00 $9.00 $50.00 ($50.00) $9.70 Total: $472.50 September 28, 2009 Address 10071 13 Street PLANTATION FL 33322- Contractor(s) Phone CeII Phone ADVANCED CONTRACTORS BUILDIN (305)820 - 0477 (786)317 - 2178 Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Parcel Number 1122310130190 Block: Lot: Phone Invoice # Total Amt Paid Amt Due RF -8-09 -35597 $ 356.50 $ 50.00 RF -8-09 -35597 $ 356.50 $ 356.50 $ 0.00 Check #: 1001 RF -9-09 -35853 $ 75.00 $ 75.00 $ 0.00 RF -9-09 -35938 $ 41.00 $ 41.00 $ 0.00 Applicant CALAMERT VENTURES INC For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Up Lift Report Final Roof Tin Cap Tin Cap Hot Mop Tile In Progress Cap Sheet Roof Review Renailing Affidavit In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 28, 2009 Date Expiration: 03/27/2010 Cell 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) f p r 1 "PI .r✓ r E Phone # Owner's Address _JO/ 90 iGh/o Z 0.40't c1., R Citycs Pie 9.9 State l",,s. Zip ! 2 --/ 2 P Tenant/Lessee Name Phone # Job Address (where the work is being done) r & - / 6 R/e 44 A ✓.e_- City Miami Shores Villa a County Miami -Dade Zip .3 .r1 32" FOLIO / PARCEL # 11 - 22. ? /- b /3-- 9 0 Is Building Historically Designated YES NO �/ cih Jose • Contractor's Company Name Aduet,.vC- E L�4ns Etc Phone # (.Pss -) 9 o $"" Contractor's Address k' S 'e' ' s City /i,sr4i i 1,4frer a State / 'L Zip 3 3 d/ e Qualifier Name /11,A4,1, iL / /� colt, to Phone # (,g • s') d9 2 - o ?o p f State Certificate or Registration No. C. GG S.z."4 3 / Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /G 'DO s Square / Linear Footage Of Work: 2 CO O /r,S/.e /�a VI4 uln0° - Miami Shores Village Building Department !0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 6.8972 ['New Type of Work: ['Addition ❑Alteration r-- Describe Work: O 'S m �" .L i iitiBr,►�Ii )4-0 .ti Permit No. R,F .B. D - 132 2, it No. R epair/Replace ❑ Demolition ez * * * * * * * *** * * * * * * * *** ******* * * **** * **** Fees***************** * * * ************** **** * *** ** Submittal Fee $ Permit Fee $ ��- CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ VJ . 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ .co See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this. jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating, construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY .BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �� ' �'l Owner or Agent The foregoing instrument was acknowledged before me this /S day of 5 , 20op, by 674.0.... {14 Se. g , who is personally knowe or who has produced As identification and who did take an oath. Sign: Print: NOTARY PUBLIC My Commission Expires: * * * * * * * * * * ** * ** * * * * * * ** APPLICATION APPROVED BY: :::;36 (Revised 07 /10/07) Signature Contractor The foregoing instrume t was acknowledged before me this day of / A6 14` , 20 P ?, by Al r itcbA r. , who is personally known to me or who has produced A Zf k . as identification and who did take an oath. NOTARY PUBLIC:' GO ARGaa so EXPIRES Janua 02 2013 FIOritlallotaryS,, WCe,COM Sign: Print: My Commission Expires: ******************* ** ***** * * * *a*** *,t *** *>N*,t *** Plans Examiner Engineer Zoning Section A Master Permit No: Job Address: "Delivering Excellence Every Day" Contractor's Name: RF8091322 © Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Low slope roof area (ft. 1810 Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Process No: Section A (General Information) ADVANCE CONTRACTORS BUILDING SUPPLIES 110516 NE 4TH. AVE., MIAMI SHORES, FL. Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ other. Roof Type ❑ New Roof A Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes &I No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft. Section B (Roof Plan) Total (ft.2 ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes 1810 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Comer Size (a' x a'): 1 3 l 2. FIAT t7 3 !Return to: Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 IBM To I CALAMERT VENTURES INC 10071 NW 13 Street 202A PLANTATION, FL 33322- Date 42 929800429003 137828 '09 If: 01 Fee Name 09/08/2009 Reinspection Fee Sa1e XXXXXX542?h1 5de:081036 Inv ..<,.. $ anuNtS VILLAGE 10050 NE 2ND AVE MIAMI SHORES, FL 33138 (305) 795 -2209 APPROVED 081036 Customer COPY THANK YOU! Payments Tuesday, September 15, 2009 Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Invoice Number: RF -9 -09 -35853 Invoice Date: September 08, 2009 Permit Number: RF-8 -09 -1322 Bond Number: (Comments: Fee Type Fixed Fee Amount $75.00 Total Fees Due: $75.00 Date Pay Type Check Number Amount Paid Change 09/15/2009 Credit Card $75.00 $0.00 I Total Paid: $75.00 Total Due: $0.00 5r tea-K327 Section C MI 1- Product Approval (NOA): (P1) Field: (P3) Comers: Roof Slope: Vapor Barrier: N/A Anchor Sheet: -49.2 (P2) Perimeters: Deck Type: Support Spacing: Altemate Deck Type: Existing Roof: "Delivering Excellence Every Day" Fill In the specific roof assembly components. if a component is not required, insert not applicable (n /a) in the text box. Top Ply: Mineral Surfaced Cap Sheet Top Ply Fastening / Bonding Material: ROOF SYSTEM MANUFACTURER: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: psf -82.6 psf Maximum Design Pressure From NOA: Parapet Walls: No ❑ Yes Parapet wall Height: L-5/8" Plywood— INSULATED BUR, MINERAL CAP SHEET Fire Barrier: 1GAF GLASS #75 BASE 1 PLY Anchor Sheet Fastener / Bonding Material: 1 1/4" R.S. NAILS - 1 5/8" TIN CAPS Insulation Base Layer Size & Thickness: ISO 4'x4' 1.5" Insulation Base Layer Fastener / Bonding Material: TYPE IV ASPHALT HOT MOPPED 1 Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: Base Sheet(s) & No. of Ply(s): STRATAVENT ELIMINATOR Base Sheet Fastener / Bonding Material: 1 TYPE IV ASPHALTH HOT MOPPED Ply Sheet(s) & No. of Ply(s): 07-1219.09 psf " : 12 Roof Mean Height: "o/c GLASS PLY IV 2 PLIES Ply Sheet Fastener / Bonding Material: Type IV asphalt full mopped Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section C page (Low Slope Roof Systems) System Type: psf 10 ft. ft. [Type IV asphalt full mopped Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single PIy Sheet Width: No. of Single PIy 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: Coping Size: 1 Granules " o/c @ Laps & " o/c @ Laps & " 1/2 Sheet Width: rows rows "o/c 3. Comer: " o/c @ Laps & : rows " o% NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: !J 2. Perimeter: Insulation Fastener Type : N/A WOOD NAILER TYPE AND SIZE: P.T. WOOD 2 "X6" Wood Nailer Fastener Type and Spacing: EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment: Coping Material: Hook Strip Size: Parapet Coping Metal Attachment: 3. Comer: " o/c 1#8 R.S. NAILS 4" O.C. — Galvanized Metal -- —4" face 24 ga.— —METAL EDGE HOOK STRIP N /A— l— PARAPET COPING METAL N /A- 1— COPING METAL SIZE N /A- - COPING METAL HOOK STRIP N /A— IN t t. 1F r -.l7E i w F =� i MS 3 ACCW1 4 OI- 052LO2 Note: The physical properties listed above are presented as typical average values as determined by AMIN test Ada and are eject to normal. wing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polyimr® AH160 shall solely be used with flat, low, & high tile profiles. 3:3 Minimum � t 14, shad be in. compliance with the Roo xrtf Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies test in accordance with PA 101 and with section 111.4 as modified herein. 4. INSTALLATION 4.1 Polypro® AH160 may he used with any roof tile assembly having a cmrcnt NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AHI60 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 M -Dade County Roo Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with ` kr, .: , d RAS 120, and Polyfcaaan Pr oducts, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator" approved -'0 F licensed by Polyfban Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction 4.5 Calibration of the Fad dig equipment is required before . i elication of any adhesive. The mint ratio between the "A" component and the 'B" component shall be maintained between 1.0 -1.15 (A) a 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tie as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied , with Poampro RTF100O or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AR160 shall not be exposed permanently to l i10 Frank Zaloaga, Product n? Section C2d MIAMI -DADE "Delivering Excellence Every Day" Flashing, Counterflashing, Coping, El Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Miami-Dade C01111 bra Building Della. lic2 High .•' ; s ; Rued Pew$ A pliestigq. c'c e: Parapet Wall Height Mean Rte` Height /a _ ft. 192 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Base Coat: "A -38 Series ", 0.75 gal /sq. Second Base Coat: "A -38 Series ", 0.75 gal /sq. Wear Coat: "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. acing: "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. 46 Deck: NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft. ) Surfacing: Spray application of 28 to 34 -mils "U -8730" (aluminum) 47 Deck: NC Incline: 1/2 Insulation: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft. Surfacing: Spray application of 28 to 34-mils "1.1- 8782" (ivory) GAF MATERIALS CORP 1(1306 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum DensDeck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum DensDeck® in hot asphalt. " EnergyyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Pol sty rene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIv1A ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS 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 a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base sheet ("GAFGLAS b PIy 4" may "GAFGLAS Ply 6' ) as nailed l fiber ed base ply in the ollowing systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates 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 Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to " GAFGLAS Ply 6 ". 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 - 3.0 gal /sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. Deck -15/32 Incline:2 nsu ation (Optional): One or more layers perhte, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap 1/2 4. Deck: NC Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". Deck: NC Incline: 3 Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or "GAF; GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap; Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, thane, perlite / isocyanurate composite, perlite /urethane composite, nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Gran "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Gr or "Ruberoid Mop Plus' y(granule). Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheer "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite / isocyanurate composite, per urethane composite, wood fiber /isocyanurate composite, phenolic, thickness. Base Sheet•. Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gl. Membrane: One or more layers "Ruberoid Torch" (Smooth or Gran "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or or "Ruberoid Mop Plus" (granule). LOOK FOR THE UL MARK ON PRODUCT Nl I�A IVY I�OA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE 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 of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 affecting the performance of this product. TERMINATION of this 140A 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 and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 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: Roofing Sub - Category: BUR Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM Matrix"' 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM Matrix"' 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID Modified Bitumen Flashing Cement LeakBusterTM Matrix"' 201 Premium SBS Flashing Cement GAFGLAS #75 Test Dimensions Specification 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D41 ASTM D 1863 ASTM 1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 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 GAFGLAS Product GAFGLAS 40 1180 ULTIMATM Base Sheet GAFGLAS Flex PlyTM 6 GAFGLAS Ply 4 GAFGLAS Mineral Surfaced Cap Sheet GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS STRATAVENT Eliminator" Perforated Flashing GAFGLAS STRATAVENT EliminatorTM Nailable RUBEROID SBS Heat We1dTM Smooth RUBEROID SBS Heat- We1dTM Granule RUBEROID HeatWeldTM 170 FR RUBEROID SBS Heat-WeldTM PLUS RUBEROID SBS Heat- Weld PLUS FR RUBEROID SBS Heat- WeldTM 25 RUBEROID Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (I meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") 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 ASTM D 4897 D 3672 • ASTM D -6164 AST, D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type 02 BUR Product • Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. 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 coated 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. 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. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03 /20/08 Page 3 of 19 Product RUBEROID 20 RUBEROID Mop Granule RUBEROID Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS (Granule) RUBEROID TORCH FR RUBEROIDD I70FR TORCH RUBEROID 30 RUBEROID 30 FR RUBEROID ULTRACLAD RUBEROID Dual FR Vent Stacks (metal and plastic) Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. 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 fire 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 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM Matrix"' 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield VersaShield FB -1S VersaShield FB-2S TOPCOAT FireShield MB Leak BusterTM Matrix"' 201 SBS Flashing Cement Leak BusterTM Matri 102 SBS Adhesive Leak Buster"' Matri 202 SB$ Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM MatrlxTM 103 Cold Process Adhesive Dimensions 5 gallons 1001b. cartons, bulk 601b. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D2824, Type I ASTM D312, Types I, II, III and W proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Product Description Non-fibered aluminum pigmented, asphalt roof coating. Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. Low VOC, fire barrier 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. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuard&M Permalite Recover Board EnergyGuardrM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck, Dens Deck Prime, Dens Deck Dura GuardTM Structodek SecurockTM Test Dimensions Specification 5 gallons ASTM D 2824 5 gallons Fibered aluminum coating. ASTM D2824, Non - fibered aluminum pigmented, asphalt Typal roofcoating. Table 2 Product Description' Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite 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 Description Manufacturer (With Current NOA) BMCA ' GAF Materials Corp. 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 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number Product Name 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -TeoTM ASAP 3. Drill-Teem #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: Test Atencv Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRTofS.Fl. MIAMI DADS COUNTY APPROVED 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.3B9Q1:AM J.I. ODOA8.AM J.I.ODIA8.AM J.I. 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF - 020 -02 -01 02 -005 02 -014 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 %z" GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 -TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 . 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- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7 of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated • Deck Description: 19 / 32 " or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, plastic plate only (Table 3) Density /ft =P) EnergyGuardTM, EnergyGnardTM Composite, EverGuard ISO, EnergyGuardTM RA, EnergyGuardTM RA Composite Minimum 1" thick N /A N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, Minimum %" thick N/A N/A EnergyGuardTM Perlite Minimum 94" thick N/A N/A Fiberglas (Min. 15/16" thick) N/A • N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs /100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVT EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ® Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorT'M • Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat- WeIdTM Smooth or RUBEROID Heat- WeldTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure --45 psf, See General Limitation # 7j NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 4.8 Tiles must be adhered in fierily applied adhesive. Tile must be set within_ 2 to 3 minutes after Polypro® AH160 has been dispensed. 4,9 PoIyp ro® ATd160 placement ,, ! 4 minimum K .Cy shall be in accordance with the 'Placement Details' herein. Each generic tile pie regwes the specific placement noted herein. Table 1: Adhesive Phscentent For Each Gamic Tile Profile TileProfile Placement Slagle Paddy Weight Two Paddy Weight (gram) per ! 1Wra. Warns) 35 N/A #1 17 /side on call 3 4/ #2 24 Flat, Lam, lh files High Profile (2 Piece Bartel) Flab Los Rah Profiles Profiles #1 NIA. N/A 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein, 6. BUILDING PERIVIIT REQUIREMENTS 6.1 As required by the t ; 4 .1 ti or applic:able Building Code in order to properly evaluate the h staftation of this system. 4 ACCEPTANCE No. 01-0521.02 Frank Zuloaga, RRC Produot Control Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM 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 P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID 20, RUBEROID Mop Smooth, base sheet attached to deck with approved 1 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 Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac PIates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psi,' See General Limitation #7) Any of above Anchor 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 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psi; See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS #75, GAFGLAS #80 ULTIMATM Base Sheet, GAFGLAS STRATAVENT EliminatorTM Perforated, RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID 20 RUBEROID Heat- We1dTM Smooth or RUBEROID Heat- We1dTM directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsisq; (see General Limitation #4). Ply Sheet: One or more plies G�FGLAS PT ,Y 4, GAFGLAS Flex PlyTM 6 sheet, #80 Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsisq. APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 , Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: (Optional) One ply of GAFGLAS Miner - ed a • ' - or GAFGLAS' EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 Ibs.sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Buster" MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 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 'A" Dens DeckTM or Y2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If 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 or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. 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 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 August 31, 2009 Client: Patriot Investment Report of Design Wind Loads - ASCE 7 Components and Cladding Roof Membrane Mechanically Attached Project: Existing Building 10516 Northeast 4 Avenue Miami Shores, Florida Project Number: 09 -1051 Building Information (Provided by Roofer) Comp. Height Slope Exposure Category Wind Uplift Evaluation: Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 <15 feet <10 C II (Reported) Velocity Pressure, q = 0.00256 K IV = 46.38 psf Suction Pressure, p. Suction Pressure, p = q ((GC - (Gc Use GC = + 0.00 Membrane Not Exposed K Wind Velocity Importance Factor : 0.85 : 146 . 1.0 5rcP wofe order 1 L5)Ed Rood fic ? -PO4 Qa m\ @ L Mohamad Sonny Salleh, P.E. Fla. Reg # 49014 Reileh Engineering Corporation — Project Number: 09 -1051 — Page 1 c f3 Roof Height (Feet) Suction Pressure, psf Zone 1 Zone 2 Zone 3 Zone 4 <15 Feet -46.38 -83.49 * - 129.87 NJA Zones Suction Pressure, p. Note * (As requested, calculate for -95.00 psf) 1. if a parapet wall equal to or higher than 3 feet is provided around the roof perimeter; Zone 3 may be treated as Zone 2. 2. The width of the perimeter , a, is equal to 10% of minimum building width or 40% of the roof heght but not less than 3 feet or 4% of least horizontal dimension. Fastening Pattern Evaluation Proposed Roofing System: Built -Up Roofing System- NOA 07- 1219.09 Page 17 thru 19 Approved Fastening Pattern: GAFGLAS #75 Base Sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Maximum Design Pressure: - 52.5 pounds per square feet Fastener Value: 38.69 lb -f Fastening Pattern Field Areas ( -46.38 psf) GAFGLAS #75 Base Sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. 136 Fasteners per Roofing Square Reileh Engineering Corporation — Project Number: 09 -1051 — Page 2 of 3 Perimeter Areas ( -95.00 psf) = (38.69)(144)1(95.00)(7.07) = 8.29 inches GAFGLAS #75 Base Sheet attached to deck with approved annular ring shank nails and tin caps fastener spacing 7" o.c. at the 4" lap staggered and in four rows 7" o.c. in the field. 291 Fasteners per Roofing Square Corner Areas (- 129.87 psf) = (38.69)(144)/(129.87)(7.07) = 6.06 inches GAFGLAS #75 Base Sheet attached to deck with approved annular ring shank nails and tin caps fastener spacing 6" o.c. at the 4" lap staggered and in four rows 6" o.c. in the field. 340 Fasteners per Roofing Square Reileh Engineering Corporation — Project Number: 09 -1051 — Page at a at a of 3 .ir 6004 NW 154 ST H2O0 MIAMI LAKES FL 33016 PHONE 30548204477 pax! 305-820-8320 Email adva►dahigh180h00omcet .net Fax TQ° TOWN OF MIAMI SHORES Rua 305 -756 -8972 ATTIC BARBIE INSURANCE CERTIFICATE Permit#RF8- 091322 Re: 0 Urgent 0 For Review • Comments: Thanks .►Rire1uz 2 /T:a6Pd 2L689SLS02 : Advance Contractors Building Supplies Corp, ROOFING DIVISION CCC1328331 Prom' Walla Porto Pages: 2 Dates 9/412009 9:55:42 AM cc 0 Please Comment 0 Please Reply 0 Please Recycle Barbie as per our phone conversation find attached copy of Liability and Workers Comp. Insurance. :WO-1j 20 :22 6002- 20 -d3S . b MOULD ANY OF IRE ABOVE DESLRUBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN TOWN OF H I AM I SHORES NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LERT, BUT FAILURE TO DO SO SHALL ATTN: RUTT,DTNC T:RP7RTHZWT IMPOSE NO OBLIGATION OR LIASIU1Y OP ANY KIND UPON NS INSURER, ITS AGENTS OR 100110 NE 2 AVE REPRESENTATIVES. P305 785.2204 F305- 756 -8l /2 - -- _ AUTHORI2PDREPAS SNTAT1VE -.1r MIAMI, P1 33139 ACORD CERTIFICATE OF LIABILITY INSURANCE PRODUCER Highpoint Risk Services 7.LC 14160 Dallas parkway 9500 Dallas, Tx 75254 (000) 632 -5096 (972) 715 -0959 Fax: (972) 404 -4450 INSURED: AMS 1 /c /f: )1DVANT CONTRACTORS DUILDING SUPPLIES, CORP. (IC.A) NU04 NW 1,4 ST 4260 MIAMI, FL 33016 (305) 020 -0477 kW:: (305) 820 -8320 CERTIFICATE HOLDER 1 1 ADDI11ONALINSURED; INSURERLETTER: 2,2 :eked 2L689SLS0£ : 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 AI TFR TIF f:OVFP M F AFFORDFPI RV T14F P01 1CIFR RF1 mil INSURERS AFFORDING COVERAGE INSURCRA: Cnoltan4on VrnnprTV and Cacvally Tn- .vranr•e C IN$URER 8 INSURER C. INSURER 0: INSURER E. GENERAL LIABILITY COMMERCIAL GENERAL LIABILTTY CLAIMS MADE OCCUR POLICY P r a ■ LOC AUTOMOBILE warn* ANY AUTO ALL OWNED AUTOS SC.HEDtuFD AUTOS RRBa AUTOS NON -OWNED nu is:* EXCESS UABIUTY OCCUR � Culssumos DEDUnTIELP RETENTION $ NMI e ■ GEN'L AGGREGATE LIMIT APPLIES rER• N ■ ml ■ ■ ■ ■ ■ ■ GARAGE LIABILITY — . ANY AUTO ■ ■ WORKERS COMPENSATION AND EMPLOYERS' LlABILtTY r•LG108312$ W01779990901 11/12/2000 04/01/2009 11/12/2009 04/01/2010 EACH OCCURRENCE mar DAMAGE (Any oft fN) new EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMPIOP AGO S 1000000 ■ $ 1(10000 5000 S 1000000 $ 2000000 S 2000000 COMHINI D SINCLt LIM T (Ea accident) BUDtLY IWUHY (Per Pemn+n) 000ILY INURY (Per accident) PROPERTY DAMAGE (Per *midanl) AUTO ONLY - EA ACCIOENT OTHER THAN AUTO ONLY EACH OCCURRENCE AOCHPOATE X •Iriur C L EACH ACCIDENT E L DISEASE • EA EMPLOYEE E.L. DISEASE - POLICY LIMIT uMITS LOUTS 3 1000000 = 1000000 $ 1000000 THE POLICIES OF INSURANCE LISTED BELOW NAVE BEEN ISSUED TO 114E INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANp1NG ANY REQUIREMENT, TERM OR CONDmON OP ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUOIE$ DESCRIBED HEREIN IS SUBJECT TO ALL THE TERME. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID OLAIMS, INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIO 1. This certificate remains in effect, provided the client's account is in good aLanding with AMR. Coverage is not provided for any employee for which the client is not reporting wages to AMS. Applies to 100% of the etnpLOXeerc of AMS leased to ADVANCED CONTRACTURE BU.LDINO SUPPLIES,. (1CA), uTfectivc 04/01/2009. 2. 1NSURED'S COVERAGE APPLIES, ONLY TO THE EMPLOYEES PRINTED ON THE ATTACHED ROSTER. AN UPDATED ROSTER IS AVAILABLE UPON REOUEST BY CALLING (800) 728 - 0623. 3. Insured is afforded Workers Compensation 6 Employers liability as a co-employer under the policy for employees leased from AMS. ** *PLEASE PF.R ATTACHED EMPLOYER ROSTER. * ** LIMITS I CERTM/CATE NO./ DATE AC09 11301134-517323 Alf/ ORPORATION 1988 £0 :22 6002- £0 -d3S SEP -07 -2009 21:28 From: To:3057568972 Page:1'3 MIAMI -DADE COUNTY 2008 LOCAL BUSINESSTAX RECEIPT 2009 FIRST-CLASS TAX COLLECTOR MIAMI -DADE COUNTY - STATE OF FLORIDA 140 W. FLAGLEH ST. EXPIRES SEPT. 30, 2009 U.S . POSTAGE ID 74th FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS AM MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 MIAMI FL THIS 1S NOT A BILL -DO NOT PAY PERMIT N0.231 627874 - 1 NEW BUSINESS NAME! LOCATION RECEIPT NO. 654442 - ADVANCE CONTRACTORS BUILDING STATE* CCC1328331 SUPPLIES CORP 8365 NW 157 TERR 33016 MIAMI LAKES OWNER ADVANCE CONTRACTORS BUILDING Soc. Type of Business WORKER /S 196 SPECIALTY BUILDING CONTRACTOR 2 THIS 19 ONLT A LDOAL 00►5 NOTAPER r UIT Ht HOLUSR TO VIOLATE ANY EXISTING OR REGULATORY OR ZONING LARru COUNTY OR G T , O NOR DO NOT FORWARD DORM IT CXEMPY THE PERMIT O ANY EIPT REQUIRED RY ,,AV IRIS IS NOT A CERTIFICATION OF ADVANCE CONTRACTORS BUILDING MON. NOLDER'S QIJAI,IIyCA• SUPPLIES CORP MIRELA PORTO PRES PAYMENT oe 8004 NW 154 ST *200 C0LLECTOI COUNTY TAX MIAMI LAKES FL 33016 09010011001' 000090.00 r,lrr,,,rr,n rrar-„ r,+ Ir , 1 ,,,I11 ,I rr� ►-- Ii,- l,l l) ,b3 SEE OTHER SIDE SEP-07-2009 21:28 From: To:3057568972 Address of Licensee: ADVANCE CONTRACTORS BUILDING SUPPLIES CORP. 8365 157TH TER Miami Lakes, FL 33016 License Categories: HOME OFFICE HOME OFFICE Certificate of Use: U2007-2948 09/07/2007 LICENSE NO. 2008 Date of Issue Miami Lakes 15700 NW 67th Avenue #301 Miami Lakes, FL 33014 (306) 364-6100 License Effective: From: 10/1/2007 To: 9/30/2008 Licensees: Miretio V. Porto Mariaelena Salazar Assistant Town Manager Miami Lakes This License MUST BE DISPLAYED IN A CONSPICUOUS PLACE IN YOUR BUSINESS ESTABLISHMENT. The Town of Miami Lakes must be notified of any changes of use, address or ownership. This License is not transferable and is subject to revocation. This License must be renewed on or before September 30 of each year. 1 TOTAL FEE PAID: Page:2/3 Tel:tvn Of Miami Lakes Business Tax Receipt (305) 820-0477 (Town Seel) $30.00 $30.00 I 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY AGCICrI'ANCE No : 01-0531 5 Frank Tuloaga, RRC Product Control Examiner AU 38 .,- ST TEO!. FLORIDA- • .. . btElkR1W. o • • PtOPESSIONAL REGULATION r, g ri-III.CENSING BOARD .••• • !. • • SEQ#L08070301.019 --"". DATE E3A161*E117-;, d134t-13-1 • if 07/03/2008 0.88001453 The ROOF/NG CONTRACTok, I Named below IS C2RTIFI;P Under the provisions df 469 FS. Expiration date: AUG 31, 2010 PORTar 14RgiAlk__ ADVANCE SUPPLIES CORPORATION 8004 P26:6-A. MIAMI LAKES FL 33014 CHARLIE CRIST GOVERNOR ..-7 0;g 4 PLAW . Adiii6UIRED BY LAW CHUCK DRAGO INTERIM SECRETARY 1 tJ SON' 7 o "N�,w ru�� akN IsSUW TD THE INS NAMED ABOVE FOR THE POL PERI INDI , NOTWITHSTANDING • ANY REQUIREMENT, TBRM OR CONDITION OF ANY CON OTHER D O CUMENT URED WiTti RBSPECT TO WHICH THI CETE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALI. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L 11 A D • TYPE OP INSURANCE .._ �O L 7 C�p1�C POLICY NUMBER GL98695 DATE1M&I!D ) 09/05/09 I D RATIOtJ DATE (mMMM/DD/YYYY� 09/05/10 - -.... • - -• LASTS GENERAL X LIABILnY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1000000 pen SES ( E s t er nee) $ 50000 CLAIMS MADE LJ OCCUR MED EXP (Any one person) $ EXCI,IJD 'E X CONTRACTUAL LIAB PERSONAL & ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GEML AGGREGATE POLICY I LIMB APPLIES NI I rLOC PER PRODUCTS - COMP/OP AGG s 2000000 AUTOMOBILE _ — — LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Es accident) (P r p r JURY (Per person $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Peraccidant) $ - " GARAGE LIAUIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER EA ACC $ AUTO ONLY; AGG $ EXCESS / UMBRELLA LIABILITY OCCUR E CLAIMS MADE . EACH OCCURRENCE $ • AGGREGATE $ DEDUCTIBLE RETENTION $ COMPENSA 5 $ WORKERS $ AND EMPLOYERS- LIAIMUTY ppN�Y PRORIETOR/pARTNER/EXEC UTI VC, Y / N� V;ICERM EXCLUDED? I li (Mandatory in NH} �--1 If oscine under SPECIAL PROVISIONS below OTHER Wa Bl MI U - o rH TORY LIMITS I ER E.L. EACH ACCIDENT $ E.L. DISEASE • EA EMPLOYEE 5 EL. DISEASE - POLICY LIMIT $ DESCRIPTION OP OPERATIONS / LOCATIONS VEHICLES / / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS PRODUCER MORROW INSURANCE GROUP LENORA C. OLNEY /A196064 16606 NORTH DALE MARRY HIGHWAY CARROLLWOOD 9F7, 33 618 Phone:813- 963 -1669 Fax:813 -961 -3743 INSURED SEP -08 -2009 TUE 09:32 AM MORROW INSURANCE �Thc ID CERTIFICATE OF LIABILITY INSURANCE COVERAGES CERTIFICATE HOLDER ACORD 25(200#/01) A -STAR CONTRACTORS, INC HOLLYf OOD CITY OF MIAMI SHORES BUILDING & ZONING DEPT FAX 305- 756 -8972 10050 NE 2ND AVENUE SHORES FL 33138 CITYMIS O A P S I AR 1. 1 09/04/09 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 INSURERA CANAL INDEMNITY COMPANY INSURER B: INSURER C: INSURER D: INSURER E: CANCELLATION FAX NO. 8139613743 P. 01 DATE (■GA/DD/YYYY) NAIC # 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, AUT O)+ 4 . REPRESENTATIVE 101888 -2008 ACORD CORPORATION. All rights reserved The ACORD name and logo are registered marks of ACORD SEP -03 -2009 23:10 Address of Licensee: License Categories: HOME OFFICE HOME OFFICE From: Certificate of Use: U2007 -2948 09/07/2007 Date of Issue Miami Lakes 15700 NW 67th Avenue #301 Miami Lakes, FL 33014 (306) 3646100 LICENSE NO. 2008 -3149 ADVANCE CONTRACTORS BUILDING SUPPLIES CORP. 8365 157TH TER Miami Lakes, FL 33016 Mariaelena Salazar Assistant Town Manager Miami Lakes This License MUST BE DISPLAYED IN A CONSPICUOUS PLACE IN YOUR BUSINESS ESTABLISHMENT. The Town of Miami Lakes must be notified of any changes of use, address or ownership. This License is not transferable and is subject to revocation. This License must be renewed on or before September 30 of each year. To:3057568972 Paee:3 /4 'Id •" vMn' Business Tax Receipt License Effective: From: 10/1/2007 To: 9/30/2008 Licensees: Mirelia V. Porto ( Not t.L4QLC__,,,,, • ri Of iltalarnii Lakes 1 (305) 6.20 -0477 (Town Seal) $30.00 TOTAL FEE PAID: $30,00 I Au 384.0917 7 -f - p01,11vmar Ovw li REGULATION • • /I .4 .:Fizotraver 4 Y4.4pENSING BOARD SEQ# L08070301019 STAJEDF FLOR1D4 07/03/2002 0680C1453132430 The ROOFING CONTRACTOR Named below IS CERTIFIfilik Under the provisions cif 469 FS. Expiration date: AUG 31, 2010 SEP -03 -2009 23:09 From: MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 14th FLOOR MIAMI, FL 33130 To:3057568972 2008 LOCAL BUSINESS TAX RECEIPT 2009 FIRST-CLASS MIAMI -DADE COUNTY - STATE OF FLORIDA U.S. POSTAGE EXPIRES SEPT. 30, 2009 PAID MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL PURSUANT TO COUNTY CODE CHAPTER 9A - ART. 9 & 1a PERMIT NO. 231 THIS IS NOT A BILL -DO NOT PAY 627874 - 1 NEW BUSINESS NAME / LOCATION RECEIPT NO. 654442 ADVANCE CONTRACTORS BUILDING STATE* CCC1328331 SUPPLIES CORP 8365 NW 157 TERR 33016 MIAMI LAKES OWNER ADVANCE CONTRACTORS BUILDING Sec-Typo of Business 1 6 SPECIALTY BUILDING CONTRACTOR THIS 16 ONLY A LDO•L BUP.UIP$..TAX RECEIPT. IT DOEC NOT P@RMITTHE HOLDER TO VIOLATE ANY OR I "Memo LAW OF THE COUNTY OR CITIES. NOR [POEM IT XEMPT THE HOLDER FROM ANY OTHER PERMIT on R CCIPT THIN 16 NOT A CERTIFICATION . HI 16 ADVANCE CONTRACTORS BUILDING nom $OLDER•SOUALIPICA- SUPPLIES CORP MIRELA PORTO PRES ►MYMRNY RECEIVED 116AMI•DADE COUNTY TAY 8004 NW 154 ST *200 MIAMI croE: MIAMI LAKES FL 33016 09010011001 FF yy }} 000090.00 i J1 i ' [[1 " 1 �� ` [e[ 1111[ }} [ IS ' If� l t[IIIIII�IIIIII�I1[tll[�1 SEE OTHER SIDE WORKER /S 2 DO NOT FORWARD Pa9e:2 ;' kW 3486757 STATE OF FLORIDA • CONSTR 6 :, 7-N1461: di :'/3°. SEQ#1,o7iam q59s miTiom , . i10/17/2007 077014075-z QH.•74I5.'!, The HUSINESS:ORG4NIA4TtON Named belt* 19 QUALZFOD Under the proWitionisroX Chapter 489 FS. Expiration date: AUG 314 2009 (THIS IS NOT A LICENSE.TO PUFORM:WORK. THIS ALLOWS COMPANY TO DO BUS S4NWI F IT HAS A M ). ALIFIE#.-; • ADVANCE CONTRACTORS =6/0 :SUPPLIES CORPORATION ":•-; : 8004 NW 15.411(,OpErrf, , - MIAMI LAKES - ' L 334re CHARLIE GOVERNOR Acw 3486719 DEPAR BATCH NUMBER 11 0 C ' 2 " • ' STATEOFFLORIDA ftoistOkAL REGUIXrIoN CO R1CON 1NDt8TR AMER0440 : .4EQ#071fyilisoss7 DATE 110/17/2007 1077014071. .., CCC1321431 The ROOFING CONTRACTOR Named below IS CWITFID_: Under the prOviathhs4t chapter 489 PS. Expiration date: AUG'31, 2008 . • " poRTo,jatitti.TA ADVANCE C'ONTRACWORE:ODILDING4LIPPLIES CORPORATION_ 8004 NW 154TH MIAMI LAKES FL 33014 : GOVERNOR • 661.4 REOUIRO :SECRETARY " ti MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 14th FLOOR MIAMI, FL 33130 SEE OTHER SIDE 2008 LOCAL BUSINESS TAX RECEIPT 2009 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2009 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL -DO NOT PAY 627874 -1 NEW BUSINESS NAME / LOCATION RECEIPT NO. 654442 -4 ADVANCE CONTRACTORS BUILDING STATE* CCC1328331 SUPPLIES CORP 8365 NW 157 TERR 33016 MIAMI LAKES OWNER ADVANCE CONTRACTORS BUILDING Sec. Type of Business 196 SPECIALTY THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMITTHE HOLDER TO VIOLATE ANY EXISTING OR REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR RECEIPT REQUIRED BY LAW.THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TION. WORKER /S BUILDING CONTRACTOR 2 DO NOT FORWARD ADVANCE CONTRACTORS BUILDING SUPPLIES CORP MIRELA PORTO PRES 8004 NW 154 ST B200 MIAMI LAKES FL 33016 PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 10/06/2008 09010011001 1 „I1„ III, II /,,,,,II,II,,, 1 I ,II,,,lll,l,lill,,,,l „1,1,1, 000090.00 FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 NOTICE OF COMMENCEMENT 1 11 !MIMI 11111 11111 11111 1111 11111 I1 • A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11- 22 -31 -013 -0190 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address:10516 NE 4 AVENUE, MIAMI SHORES, FL FIRST ADD TO PASADENA PARK N1/2 OF LOT 2 AND LOT 3 & ALL LOT 4 BLK 11 PB 6-82 LOT SIZE 125.000 X 107 OR 19225 -3784 08 20001 COC 25035 -2544 10 2006 1 2. Description of improvement ROOF REPLACEMENT 3. Owner(s) name and address: - ( L&'' Interest in property: (a 0 Ae Name and address: Amount of bond $ 123,01 -52 PAGE 4 8/02 Signature of Owner / v 0/4 Print Owner's Name Swom to and sub Name and address of fee simple titleholder: re/Le 2 've S?"3vrQ,os ' ,,,fir 4 f e� q g v i .va�d f3 ewes*" Do dra %er C 4 . ?2/ 2.7 4. Contractor's name and address: ADVANCED CONTRACTORS BUILDING SUPPLIES CORP 1?tb,L ,44 /0 - 1240 el-.-•- Lo4tt S 3•ot (, cc�t - y 5. Surety: (Payment bond required by owner from contractor, if any) - 7 ., 1 olt?A C91-‘E4 7".� jN Notary Public -- Print Notary's N • me My commission expires: MICHELE L. HICKS NOTARY PUBLIC STATE OF .MARYLAND My Commission Ex fir:May 10, 2012 CFI 'tea re8R1 X 88 096, OR Bk 2077 F's 0254 (1ns) RECORDED 08/13/2009 12 :15037 HARVEY RUVINP CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST FAME 'HER ,BY -.: . ,srigii i 5!ert ;f . 6. Lender's name and address: .s WITS MY r731w C t of of Crrs fiE Fi�R` cY RU i i t4, 7. Persons within the state of Florida designated by Owner upon * o�.no ' + er nts may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: .C. 8, In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1 )(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Pre b VANCED CONTRACTOR 20 1 SU PPLIES Address: YOUR HIGH -TECH ROOFERS 8004 N.W. 154th ST. #260 MIAMI LAKg5, eV 33016 10516 4 Avenue Miami Shores, FL 33138- 1122310130190 Block: Lot: CALAMERT VENTURES INC Owner Information CALAMERT VENTURES INC Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Amount $9.60 $3.20 $325.00 $9.00 $50.00 ($50.00) $9.70 Total: $356.50 Building Department Copy September 04, 2009 Address Expiration: 03/02/2010 10071 13 Street PLANTATION FL 33322- Contractor(s) Phone Cell Phone ADVANCED CONTRACTORS BUILDIN (305)820 -0477 (786)317 -2178 Phone Valuation: Total Sq Feet: Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential Authorized Signature: Owner / Applicant / Contractor / Agent Invoice # RF -8-09 -35597 RF -8-09 -35597 Check #: 1001 Total Amt Paid Amt Due $ 356.50 $ 50.00 $ 3174 $ 356.50 $ 356.50 $ 0.00 September 04, 2009 Date Cell $ 16,000.00 3800 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. 1 BUILDING PERMIT APPLICATION FBC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Roofmg �j�',/�� Z / , . Owner's Name (Fee Simple Ti lder) � f V6v d e 7 Phone # Owner's Address 07 "/0 4 / v& City ) DM 690 State GA Zip 4)4) -7 Tenant/Lessee Name Phone # Job Address (where the work is being done) / OS70 C /1.40e.0 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO Or bind o Contractor's Company Na +lc602006 � ' i ne # a b _t/ ?7 Contractor's Address 10 r/ " /S / e��d(� City 1l4*t/ Mi ') State Qualifier Name /Ii 'et/a V' /'et State Certificate or Registration No.CCC / 07` g33 / Certificate of Competency No. Of 0/76/0 g& —L3' 7 - 21 7 e Value of Work For this Permit $ I<p/ 000 Permit No. kFo ! — /32 Master Permit No. Zip Zip ,33 Phone # *77 Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: 3e04.9 Type of Work: ['Addition Alteration ONew 174/Repair/Replace 0 Demolition Describe Work: ,eE !ter pier y zafs ** :********* * ******* *****************F * **:x******** : **** *** ****** *:x*:x*********** ** (� Submittal Fee $ Permit Fee $ o0 ..T CCF $ " (I D CO /CC Notary $ Training/Education Fee $ Q3 . ( Technology Fee $ 6 � Scanning $ (4.00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 0 CO ° 50 See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wor oritallation 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 issue n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged . Signature — ' ' i��r l, Owner or Agent The foregoing instrument was acknowledged before me this I If The foregoing instrument was acknowledged before me this day of k . , 20 4., by T C-34 - e7 vet , day of , 20 by who is personally known to me or who has produced who is p:11E5rtfizvvrrt.9 me or who has produced L.. As identification and who did take an oath. as identification and who did take an oath. NOTARY P ►; IC: Sign: Print: My Commissio * * * * * * * * * * * ** APPLICATION APPROVED BY (Revised 07/10/07) '& " Ee " of ao E � res 0510612011 Signature NOTARY PUBLIC• Sign: Print: My Commissia ontractor ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No.: O1-0 21.02 Frank Fradact l Examitur NOTICE OF COMMENCEMENT 1 111111 111I1 11111 11111 11111 11111 1111 11 11 a A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION f: IF N 20 0 9 R 0 5 8 8 09 46 OR Bk 26977 Ps 0254; ups) PERMIT NO. TAX FOLIO NO. 11- 22 -31 -013 -0190 RECORDED 08/13/2009 12:15:37 HARVEY MIN? CLERK OF COURT STATE OF FLORIDA: MIAMI-DADE COUNTY, FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address:10516 NE 4 AVENUE, MIAMI SHORES, FL FIRST ADD TO PASADENA PARK N1/2 OF LOT 2 AND LOT 3 & ALL LOT 4 BLK 11 PB 6 -82 LOT SIZE 125.000 X 107 OR 19225 -3784 08 2000 1 COC 25035 -2544 10 2006 1 2. Description of improvement ROOF REPLACEMENT 3. Owner(s) name and address: ( P1 1, -" eN1 Interest in property: (9 d f •. �yQ . Name and address of fee simple titleholder. ' Pe pi a e.© � ' 2 ✓e $ ?; q au ' ..ra r �e:sZgo iZ.a.v04 rico, • 4 . ?z∎2.7 4. Contractor's name and address: ADVANCED CONTRACTORS BUILDING SUPPLIES CORP tbL /'&V f5 ff a'r 'a...= 1.44fL&S, 330t le 5. Surety: (Payment bond required by owner from contractor, if any) F r DaDE Name and address: _ o FLORIDA C - �� s ©, ;s ; rye F�l ,f�. Amount of bond $ 6. Lender's name and address: ,e WIT - my Nana a: ' o HARVEY RUVIM, CLERy, .C. 7. Persons within the state of Florida designated by Owner upon vpm_notices + er dam( ents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: ,. 8, In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1 )(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ' 7. /431- n (a' f '^(./ Signature of Owner Print Owner's Name Sworn to and su Notary Public Print Notary's : me My commission expires: 123,01-52 PAGE 4 8/02 , MICHELE L HICKS NOTARY PUBLIC STATE OF.MARYLAND My Commission Expirettllay 10, 2012 Prepared b VANCED CONTRACTOR 'PLIES ' 200 YOUR HIGH -TECH ROOFERS Address: 8004 N.W. 154th ST. #260 MIAMI LAKkU, ri.7 33016 Norman Bruhn CBO 305 - 795 -2204 Permit No: 09-/ILL Job Name: , 2009 Afg /4494,eie a ee-14c02.174,-4- Plan review is not complete, when all items above are review. If any sheets are voided, remove them from the plans include one set of voided sheets in the re- submittal dr Mbmi Shores Viiiage wilding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 / Building Critique S ee h'o'd 40/4.41eat4. GAO' re Fled / fAc ..t, -- / �° j ai correr we will do a complete plan with new revised sheets and 3.A.ei 9S. RECEIPT PERMITT 6 °i(va DATE: A Contractor ❑ Owner ❑ Architect Address: PERMIT CLERK INITIAL: L ) RESUBMITTED DATE: J / ' O PERMIT CLERK INITIAL: other) e y MP 9 /\*. 4 M ia i Shores Viiiage B ilding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 44-1aDo P/ l1Ck� l From the building department on this date in order to have corrqctions done to plans And/or get County stamps. I understand that the plans need to tie brought back to Miami Shores Village Building Departme to continue p j itting proc4ss. Acknowledged by: Permit No: 09- /J'),.. Job Name: , 2009 Building Critique Sheet cd 14za veze . a A-4,4 ,10,Ae.44244. c � acd sk. ce e" Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 ® i fC riev " of r isi w6ee /xe ar4 t /mod. / ,,ve e 4 L r Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. CIVIL Rte ENGINEER August 31, 2009 Client: Patriot Investment Project: Existing Building 10516 Northeast 4 Avenue Miami Shores, Florida Project Number: 09 -1051 Building Information (Provided by Roofer) Comp. Height Slope Exposure Category Wind Uplift Evaluation: Suction Pressure, p. Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 Report of Design Wind Loads - ASCE 7 Components and Cladding Roof Membrane Mechanically Attached <15 feet <10 C II (Reported) Velocity Pressure, q = 0.00256 K W = 46.38 psf Suction Pressure, p = q ((GC - (Gc ; )) Use GC = + 0.00 Membrane Not Exposed Mohamad Sonn Salle Fla. Reg # 49014;;' Kz Wind Velocity Importance Factor : 0.85 : 146 . 1.0 Reileh Engineering Corporation — Project Number: 09 -1051 — Page 1 of 3 Roof Height (Feet) Suction Pressure, psf Zone 1 Zone 2 Zone 3 Zone 4 <15 Feet -46.38 -83.49 * - 129.87 N/A Zones Suction Pressure, p. Note * (As requested, calculate for -95.00 psf) 1. If a parapet wall equal to or higher than 3 feet is provided around the roof perimeter; Zone 3 may be treated as Zone 2. Fastening Pattern Evaluation ,';I 2. The width of the perimeter, a, is equal to 10% of minimum building width or40% oftheroofleight but not less than 3 feet or 4% of least horizontal dimension. p' r Proposed Roofing System: Built -Up Roofing System - NOA 07- 1219.09 Page 17' thiu`19 ' Approved Fastening Pattern: GAFGLAS #75 Base Sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Maximum Design Pressure: - 52.5 pounds per square feet Fastener Value: 38.69 lb -f Fastening Pattern Field Areas ( -46.38 psf) GAFGLAS #75 Base Sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. 136 Fasteners per Roofing Square Reileh Engineering Corporation — Project Number: 09 -1051 — Page 2 of 3 Perimeter Areas ( -95.00 psf) = (38.69)(144)495.00)(7.07) = 8.29 inches GAFGLAS #75 Base Sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing 7" o.c. at the 4" lap staggered and in four rows 7" o.c. in the field. 291 Fasteners per Roofing Square Corner Areas (- 129.87 psf) _ (38.69)(144)/(129.87)(7.07) = 6.06 inches GAFGLAS #75 Base Sheet attached to deck with approved annular ring shank nails and tin caps fastener spacing 6" o.c. at the 4" lap staggered and in four rows 6" o.c. in the field: r , 340 Fasteners per Roofing Square Reileh Engineering Corporation — Project Number: 09 -1051— Page 3 of 3 Section A MIAMI•DIADE OUN`I'Y "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Low Slope Low slope roof area (ft. Perimeter Width (a'): ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam 1810 AU6 o 2009 LJ Miami -Dade County Building Department Electronic A• :ll ation . _) High Velocity Hurricane Zone Roofing Permit Applicati • Form Process No: Section A (General Information) IADVANCECONTRACTORSBUILDINGSUPPLIES r 10516 NE 4TH. AVE•, MIAMI SHORES FL 1 Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Other: ❑ New Roof 15I Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what type? ❑ Natural ❑ LPGX Steep Sloped area (ft. Corner Size (a' x a'): Roof Type Roof System Information 1990 Section B (Roof Plan) • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • •• • • i •• • • • • • • • •• • Total (ft. 3800 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes 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. JJ 0 op C Tile Roof System • MIAMI COUNTY "Delivering Excellence Every Day" Roof System Manufacturer: Notice of Acceptance Number (NOA): 'EAGLE ROOFING PRODUCTS LLC Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Roof Slope: 4 Roof Mean Height: "112 Method of Tile Attachment: ft. 06-0526.09 P1: -45 F Adhesive, Medium Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: N/A Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: Miami-Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System face 26 ga.— --Galvinized Metal— P 2: Maximum Design Wind Pressures, (From the NOA Specific system): -45 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. • • • • • -95.1 11 1/4" R.S. NAILS •• • .1 •• • • • P 3: -95.1 Deck Type: Optional Insulation: • 0 0 0 0 • • • • • • • • • • • • Optional Nailable Substrate: N/A Hook Strip/Cleat gauge or weight: 1--n/a ••• •,, 1 .:. • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • 0 • 0 • • • • 0 0 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •0 "P • • • •0 • •410 • • • 0 00 • • 1N/A Optional Nailable Substrate Attachment: Basesheet Type: ASTM 30# FELT Fastener Type for Basesheet Attachment: 11 1/4" R.S. Nails 41411MIRIOMINIMEM1 Tile Underlayment (Cap Sheet ) Type: IASTM 90# SLATE Tile Underlayment Attachment Method: HOT MO9PPED TYPE IV ASPHALT : Vie:03fire: • Section C "Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applkable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: Product Approval (NOA): Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: (P3) Corners: Maximum Design Pressure From NOA: Roof Slope: Deck Type: COUNTY -49.2 taw Parapet Walls: 51 No Yes Parapet wall Height: Support Spacing: Alternate Deck Type: Existing Roof: Fire Barrier: I N/A Vapor Barrier: N/A Anchor Sheet: IAM psf -82.6 07 . psf psf " : 12 Roof Mean Height: --5/8" Plywood— " olc System Type: psf 1:1131 10 ft. N/A I N/A !BUR, MINERAL CAP SHEET • I N/A Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: EN/A Insulation Base Layer Fastener / Bonding Material: I N/A Insulation Top Layer Size & Thickness: I N/A Insulation Top Layer Fastener / Bonding Material: N/A Base Sheet(s) & No. of Ply(s): 1GAF GLASS #75 BASE 1 PLY Base Sheet Fastener / Bonding Material: 1 1/4" R.S. NAILS - 1 5/8" TIN CAPS Ply Sheet(s) & No. of PIy(s): !GLASS PLY IV 2 PLIES PIy Sheet Fastener / Bonding Material: !TYPE IV ASPHALTH Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section C page (Low Slope Roof Systems) ft. • • • • • • • • • • • • Top Ply: !MINERAL CAP SHEET Top Ply Fastening / Bonding Material: 1HOT MOP TYPE IV ASPHALT Surfacing: Granules SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single PIy Sheet Width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: I 151 FASTENER SPACING FOR BASESHEET ATTACHMENT 0 SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: 3. Corner: " o/c @ Laps & " o/c @ Laps & " o/c @ Laps & NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: EJ 2. Perimeter: Insulation Fastener Type : Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment: • •• • • • • • • • • • • og i int4Mgtepl: • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • " 1/2 Sheet Width: WOOD NAILER TYPE AND SIZE: rows Wood Nailer Fastener Type and Spacing: EDGE & COPING METAL SIZES: rows 9 rows Fl " o/c 3. Corner: " o/c " o/c 1N/A I N/A F /A —Galvanized Metal-- -2" face 26 ga.— —METAL EDGE HOOK STRIP N/A— [1 1/4"R.S.NAILS • • • • • •• • .4. • • • • . • d - METAL SIZE NIA— Hook St 1) Size: —COPING METAL HOOK STRIP N/A— • • • • • • • 1: •• • • • • • ••,,i rra- RAPET COPING METAL N/A— Po Wool' Pro Osthinf ACCEPTANCE Na 01 Ammar's% PLACEMENT DETAIL 3 DOUBLE PATTY Frank Zu lona, RRC Product Control Examiner Section C2d MIAMIDAD9 Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form COUNTY "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. .. • • . . . • • • • • 4 •4 • 4 • 4 • • . • . • • . . • . .. • • .. • .. .. • .. • • • .. • • .... • • • • • • • • • • • ... • • • • • • • • . • • .. • • • • • • .. . . • • • . .. • • • • 0 00 • • Parapet Wall Height ' � R, Mean Roof Height / 0 R, Owner's Notification Form 07 "Delivering Excellence Every Dap" SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofmg permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofmg nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofmg system is removed. Ponding conditions should be corrected. 1 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures shoulil ha; a some ability to vent natural airflow through the interior of the structural assembly (the building itsilf). Tte eiissidg nIdint of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a b'ldrida:-ll'ct'erd *gnat or registered architect to eliminate the attic venting, venting shall not be required. Owner's /Agent's Signature: Contractor's Signature: Property Address: MIAM COUNTY • ... 1 1 • • . . • • .. 1.1. Pl rmit Number: • . .1 . . • • • • • 1 .. • • 1. • • .11 • • ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2" Ave Miami Shores, Fl 33138 rpe e ..zAso-- Re: Owner's Name: 4 fa off s Property Address: /D SY4 ov4 +f Ave Roofing Permit Number. Dear Building Official: I T av //.A r As certify that 1 am not required to retrofit the roof to wall connections of my building because: G24e just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name 4. 4 " . State of Florida H County of-Bade C—Z) aid SistaVillafe ' Dontateat 10050 NE rd Ave * Miami Shores, Fl 33133 Phone 305.7952204; Fax 305. 758.8972 NERS°S AFFIDAVIT OF EXEMPTION / al.*. ass Md., ems Fv $ The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of >7 Notary Public, Sate of Florida at Large Wan the just valuation otgte stnu;4xe far propose of ad valorem tasoadon is equal to or more than $300.600.00, and the building was not constructed with FBC nor 01284 SRC. Then you nwst provide a building spoked= from a General Contractor for the Roof to Mil connadlon Rattans Mahon. MICHELE L. HICKS NOTARY PUBLIC STATE OF MARYLAND My Commission Expires May 10, 2012 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Malibu Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. •• • ••• • • • • • • • The submitted documentation was reviewed by Alex, Ti • a • • • • • • • • • • •• •• • • •••• .. • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • ..• • • • • • •• • • • •• . • • • • • • . • • • • • • • . . . •... • • • .. .• • • • • • • • • • • • • • • .. .. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This approves a system using Burlingame Industries Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville. FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Malibu Concrete Tile 1= 17" TAS 112 Low profile, interlocking, high pressure w =12 1' extruded concrete roof tile equipped with '/2" thick three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Roofing 07320 Roofing Tiles Concrete 1= varies w = varies varying thickness Test Identifier PRI06178 7161 -03 Appendix III 7161 -03 Appendix II PO402 94 -060B 94-084 TAS 112 P0631 -01. • • • Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing • • • • • • : tA8 (A,dioiesive Set) • • • • • • • • • ••.. ..' ..• ' sioc rift Testing TAS 101 (Mortar Set) W.ipd Tunnel Testing VAS 108 4W:rawSet) •• • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • ••• • • • • • • • • • • •• • Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 2 of 7 Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations • •• • Calculations • •• Calculations .. • Test Name/Report Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) ❑ Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 • • • -;8g8-•6 • ••••••• •; ::kerody3atttic Multiplier ••• •• • • • •• Restoring Moment Due to Gravity •• • • .•• • • • • • • • • • • • - •. • • • • • • • • • • . • • • • • • • • • .. • • • • • • • • ••• • • • • •.• . • • • • • • • • • • • • ... • • • • • • • • • • • • •• •• • • • .. • •• ••• • • • ••• • • Date Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Malibu Tile Battens Direct Deck Battens Direct Deck _ Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 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 TAS 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 shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofmg Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations •• ••• • • • • • •• • • - • • • • • . • •• ••• •• • • • •• •• • • ••• • • • •• • • • •••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 06- 0526.09 • • • • Expiration Date: 10 /05/11 Approval Date: 10 /05/06 • • • • • • • • • • • Page • 4 of 7 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Table 2: Aerodynamic Multipliers - 7l (ft Tile X (ft X (ft Profile Batten Application Direct Deck Application Malibu Tile 0.305 0.282 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 TAS 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 shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofmg Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations •• ••• • • • • • •• • • - • • • • • . • •• ••• •• • • • •• •• • • ••• • • • •• • • • •••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 06- 0526.09 • • • • Expiration Date: 10 /05/11 Approval Date: 10 /05/06 • • • • • • • • • • • Page • 4 of 7 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile 27.8 8.8 16.4 25.8 47.1 24.3 19.0 35.5 37.4 11.8 21.9 25.8 47.1 24.3 19.0 35.5 Malibu Tile 2 -10d Ring Shank Nails 28.8 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 4.1 7.1 1 #8 Screw 22.9 2 #8 Screw 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.2 22.1 34.8 31.9 31.9 32.2 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) 2 -10d Ring Shank Nails' 43.0 67.5 1 Installation with a 4° tile headlap and fastemers are located a min. of 2W from head of tile. 50.9 Table 5: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Adhesive 2 See manufactures component abproval for installation requirements. 3 Flexible Products Company Tilesond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 26.1' Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf for Single Patty Adhesive Set Systems Tile Application Tile Profile Minimum Attachment Resistance Malibu Tile Lane •add Polyfoam PoIVPr0TM Polyfoam PolyPro acement of 5 , rams of Pol Pro •, • • • • • • Iacement of 24 86.61 45.5 Medium •add • • • • • • • • • •• ••• •• • • • •• •• • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 06- 0526.09 • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Expiration Date: 10 /05/11 Approval Date: 10/05/06 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". 1 �1 FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVLLLE. PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • . .. . • • • • •• • • • • • •• ••• • • • • • •• .. • • ... • . • .. .. • .... •• .. • .. • .... • • • • .... •• .... • • • • • • • • • • • ••• • • • • • • • • ••• • • • •• . • • • • •• •• • • • • ••• • • NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10/05/06 Page 6 of 7 Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". 1 �1 FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVLLLE. PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • . .. . • • • • •• • • • • • •• ••• • • • • • •• .. • • ... • . • .. .. • .... •• .. • .. • .... • • • • .... •• .... • • • • • • • • • • • ••• • • • • • • • • ••• • • • •• . • • • • •• •• • • • • ••• • • NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10/05/06 Page 6 of 7 NAIL HOLE PROFILE DRAWING MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE .. ... .. • • • •• •• • • • • • • •• ••• •• • • • •• •• • • ••• • • • • • •. • •.•• •• • • • • • • • •••• • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • •• ••• • • • ••• • • NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 7 of 7 A. DRAWING& NONE 130 TESTS; Teat A enev Cep for Applied Engineering Center for Applied Engineering Center for Applied Engineering Cotter for Applied En Center for Applied Engineering Miles Laboratories Polymers Division ch Laboratories, Inc. Southwest Research Institute Southwest Trinity Engineering Celotex Corp. Test Services Celotea Corp. Testing Sew CelootexCorp. Testing (For File ONLY: Nate of NOA.) Te9$t�e�' 1194.060 257818 -1PA 25- 7438 -3 25- 7438 -4 25-74384 25 -7492 N13-589 -631 9637-92 01 -6743 -011 O1- 6739-062141j 7050.02.96 -1 528454 -2 -1 528454 -9-1 528454 -10-1 520109 -1 520109 -2 520109-3 520109 -6 520109-7 E1 ACCEPTANCE Na ; 0J"4)5Z1+Q? Masai Dade Protocol PA 101 Miami Dade Protocol PA 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 PA 114 520191 -1 Miami Dade Protocol 520109 -2 -1 Mgt 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 Miami Dade Protocol PA 101 10/23/98 Mimi Dade Protocol PA 101 12/28/98 Frank Zuloaga, RRC Product Control Examiner 192 ' ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Base Coat: "A -38 Series ", 0.75 gal /sq. Second Base Coat: "A -38 Series ", 0.75 gal/sq. but shells at 0.751bs per Wear Coat " A -38 Series ", 0.75 gal / sq plus s q' lus walnut shells at 0.751bs per Surfacing: " A-38 Series ", 0.75 gal /sq p sq. 46 Deck: NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.71b/ft. ) Surfacing: Spray application of 28 to 34 -mils "U- 8730" (aluminum) 47 Deck: NC Incline: 1/2 Insulation: Spray application of 2 -in. thick'Tolyfoam 273" (2.71b/ft Surfacing. Spray application of 28 to 34 -mils "U- 8782" (ivory) 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. sum 1/2 in. G ti thick (min) gypsum board or 1/4. in. thick (min) Gypsum a may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlaywent board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum DensDeck® in hot asphalt. EnerggyyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- rene reference in any of the following Classficatons include "ENERGuard EPS Insulation'. References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS 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 a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or d to "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS 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 me ani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFI'EMP PERMALITE u " or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates forAraveli: an y o f the Cla: B or C systems listed. •. • Structural cement fiber building units are considered styta _ o cl ded as a deck in the following Class A, B or C system isteel $ P 3 orZ . The use of gypsum board under any of the followmml does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board be.Ween.Puiru 3/4 in. perlite board and deck with rosin paper (perlite /rosin: gapes/ppoolystylen8 /) e) is/ suitable alternate for isocyanurate board T f te•?ol=• owwnCClass A, B; r • • • . • • •• • systems. BMCA Ta re& EnergyGuard ItA." and "BMCA "BMCA and R A " m ay be substituted " for any po Y �Y EnergyGuard R" may be substituted £or an Atlas 1 i anurate insula- tion m any of the following Classifications. Trumbull "Perma Mop" may be utilized with tiny if the foll Felt Systems with Hot Roofing Asphalt ". • • • • GAFGLAS #80 Premium Base Sheet may bey • sec in. cif tGe fo iow g • systems. • � - b' • ROOF COVERING MATERIALS (TENT) Roofing Systems (TGFU) — Continued "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 - 3.0 gal /sq. ClassA,BandC Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation Dec 5/32 (Optional): One or more layers perlite, wood fiber, glass urethane r co composite, wood fiber /isocylnurate�composite phenolic, llany thickness. P Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. Incline:2 t s ulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, 1 enohcr perlite/ urethane composite, wood fiber /isocyanurate composite, p any thickness. Ply Sheet: Three or more layers Type Gi "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". /3 i Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ ite urethane composite, wood fiber /isocynurate composite, phenolic, Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R' , 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Incline: 1 5. Deck: C -15/32 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". Deck: NC Incline: 3 Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Incline: Sheet". t 7. Deck: C -15/32 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- than perlite /isocyanurate composite, perlite /urethane composite, phe- .. nolic, 1.0 in. min (offset from plywood joints 6vn.). Base Sheet: One or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 2 • Insulation (Optional): One or more layers perlite, wood fiber, glass • • fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ • urethane composite, wood fiber /isocynurate composite, phenolic, any thickness. Base Sheet: Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type G1. Membrane: One or more layers "Ruberoid e o d Mop" (Smooth or Granule) "Ruberoid Torch Plus" (granule), " P • • or "Ruberoid Mop Plus" (granule). • • • i sy "GAFGLAS Flex Ply 6" is a suitable alternate to GAF G AS Y 1 rink FOR THE UL MARK ON PRODUCT MC� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 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 foldowed 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 NbA Nei O51 .t)5 J consists of pages 1 thrno gh 19. The submitted documentation was reviewed ly Jorge It Aeebo. • . .. • • • • • • • • • • . . • • . • • • • • • • • • • • • • .. • • • • • • • • • • • ... • • • • • • • • • • • • .. .. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07- 1219.09 Expiration Date; 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Cateeorv: Sub- Categor'► Deck Type: Maximum Design Pressure Roofing BUR Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak Buster"" Matrix].' 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak Buster"' Matrix"" 305 Fibered Asphalt Emulsion Leak Buster"' MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterT' MatrixTM Select Asphalt Emulsion Fibered 306 Leak Buster"" Matrix] 204 Wet/Dry Roof Cement RUBEROID Modified Bitumen Flashing Cement LeakBusterTM Matrix"' 201 Premium SBS Flashing Cement GAFGLAS #75 Test e S ip dficatlon 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons 1,5gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM D 41 AST' D 1863 ASTM 1227 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 3937°.(r nfet*r): AST' D 11601' Asphalt impregnated and coated glass mat • • • • • t. wade • base sheet .. ... .. • .... • • • ... • • • • • •••• .. • • • • • • • • • • • • • • • • • • • • • .• • • • • • • • • ... • • • • ... • • • • • • • • • • •.. • • • • • • • • • • • •• • . • • • • .• • • • ••• • • • .• • .. • Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03120/08 Page 2 of 19 Product GAFGLAS #80 ULTIMATM Base Sheet GAFGLAS Flex PlyTM 6 GAFGLAS Ply 4 GAFGLAS Mineral Surfaced Cap Sheet GAFGLAS EnergyCap" Mineral Surfaced Cap Sheet GAFGLAS STRATAVENT EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS STRATAVENT EliminatorTM Nailable RUBEROID SBS Heat We1dTM Smooth RUBEROID Heat- WeldTM Granule RUBEROID Heat- We1dTM 170 FR RUBEROID SBS Heat We1dTM PLUS RUBEROID SBS Heat -WeldTM PLUS FR RUBEROID SBS Heat We1dTM 25 RUBEROID Modified Base Sheet AF D „ O t Dimensions 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (l meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (3937") wide 1 meter (3937") wide 1 meter (3937") wide .. • • . .• • • • • • • • • . ••• • • • • • • • • • • • • • •• •• Test Snecitication ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 • ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 39.37'•(4 =pit .ASTMD460.1s Wide .:.' : f3'1?0.13: uti .. • ... •.: 0223111? • •• . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • .. • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • Product Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. 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 coated 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. 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. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID 20 RUBEROID Mop Granule RUBEROID Mop Plus (Granule) RUBEROID MOP Smooth 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) Di 3937' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (l meter) wide 3937" (I meter) wide 39.37' (I meter) wide 39.37" (1 meter) wide 3937" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) Wide •• ••• • • • • • •• • • •• ••• •• • • •• •• • • • • • • • • • ••• • • • •• • • ••• • •• - • • ••• • •• •• • •• • • • • • • Test Product Specification jescrintion ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D6164 ASTM D 5147 ASTMD6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTMD5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 1 ASTM . D . 514 . 7 1 TAS !OVAL "ASTM'D'1929 ASTM D 635 • ••• • • • • • • • • • • • • •- • - • • . ••• • • • • • • • • • • • • • • SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. 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 fire 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 Product Leak Busterm MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofmg Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P . Leak BusterTM MatrixTM 602 • Leak Busterm MatrixT" 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeanlCoteTM FireOuth VersaShield VersaShield FB-IS VersaShield FB-2S TOPCOAT FireShield MB Leak BusterTM Matrix'"" 201 SBS Flashing Cement Leak Busterm Matrix"" 102 SBS Adhesive Leak Buster"' Matrix" 202 SBS Flashing Cement Leak Buster"' MalrixTM 203 Plastic Roof Cement Leak Buster" MatrixTM 103 Cold Process Adhesive Dimensions 5 gallons 1001b. cartons, bulk 601b. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350sg ft. roll 350sg ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement •• ••• • • • • • •• 5 gallons: • • • 4414143419 Cold Applied Asphalt Adhesive. • • •• •••• • •• ••• •• • • • .• •• • •• •• • • •••• • • ••• • • • • ••• • • • • • • • • • •• •• Test Saecifica ASTM D2824, Type I ASTM D312, Types I, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Product Description Non-fibered aluminum pigmented, asphalt roof coating. Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. Low VOC, fire barrier coating. Non - Asphaltic Fiberglass- -Based Underlayment. Non - Asphaltic Fiberglass -Based Undertayrnent. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 APPROVED FASTENERS: Fastener Number Product •Name 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty RoofmgFastener 2. Drill -TecTM ASAP 3. Drill-TecT'' #12 or #14 Standard screws with AccuTrac Plate 4. Drill-TecTM Galvalume Plates 5. Drill -Teens Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Tett Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. c7777 .1-44.•4ba AFPROVE: . •• ••• • • • • • •• • • • • •• •• • • • • •.• • • •• ••• •• • • • •• •• • • • • •• • • • • • • • • ••• • • • • ••• EnertvGuardm Tattered Edge Strip TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - Teem 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.3B9Q1:AM J.I. ODOA8.AM J.I.ODIA8.AM JJ. 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••J • • • • • • • ••• • ••• • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• • • Tapered perlite board Dimensions Various Various Various 3" and 3 1/2" 3 " and 3%' 3" Square 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. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 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- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7of 19 • GAF Materials Corp. product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak Buster"' MatrixTN' 304 Non Fibered Aluminum Roof Coating APPROVED INSULATIONS: Product Name EnergyGuardTm RA, RN Composite A & N EnergyGuardud Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTT"' EnergyGuardm Permalite Recover Board EnergyGuardT"s High Density Fiberboard EnergyGuardT"" Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ® , Dens Deck Prime, Dens Deck Dura GuardTM Structodek Securockm ftsuipsa 5 gallons 5 gallons Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board High density woos nberooaru Polyisocyanuratelwood fiberboard composite Polyisocyanuratelwood 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 ••• ••• • • • • •• • • • • • • • • • ••• • • • • •• •• • • • • •. • • • • • • • • . Test Seecifcation ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non -fibered aluminum pigmented, asphalt Type I roof coating. Table 2 Product Description: • • • • • • • • • • • • • • • • • • • • • • • • • • • .• • • • .•• • • • ••• • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • Product Description Manufacturer (With Current NOA) BMCA ' 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 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19 /32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ® Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS ® 1180 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat-Welem Smooth or RUBEROID Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring. shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf,, See General Lbnitation #7) GAFGLAS® Ply 4, GAFGLAS PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, 1114 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -Tecra 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 -4S psf, See General Limitation #7) C . GAFGLAS Flex Ply 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Mamum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID RUBEROID Mop Smooth, base sheet attached to deck with approved 1'Aa" 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 deck with Drill -TecTM 1112 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverteit.DidIrTeclm insulation plates at a fastener spacing of 9" o.c. at the 4" lap stavered an two sows ' "nnrthe field. (Maximum $gsigl areetree6(ipif i tee General Limitation 07) APPROVED .. • • • • • . .. • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • ... • • • • • • • . • • • • • • • • ... • • • • • • • • • • • .. .. • • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill -TecT AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c..in the field of the sheet. (Maximum Design Pressure —75 psi; See General Limitation #71 Ply Sheet: One or more plies of GAFGLAS PLY 4, 1180 ULTIMA, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbsfsq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak Buster" Matrix" 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFOLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsJsq. 3. Leak BustorTM Matrix" 303 Premium Fibered Aluminum Roof Coating„ at 1.5 gal./sq. 4. Leak Buster" MatricT 715 , Leak BusterTM Matrix" 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Buster" Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 gal /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above •. .8 0 •. • • • 00 • 0 . • • • . . • • • • • • •• 4908 • • • • • 08 • • • •0• • • • • • • • • • • • • • • • • • • • • 0 • • • • 0 • • • • • • • • • e• • • • • • • • • • • ••• • • • • • • • • • •. • ••• • • • • •• • • • • • • • ••• • • • • • • • • • • • • •• • • 000 • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 ACCEPTANCE No.: 01-0521.02 CE (For Idle ONLY Not partuf N!)A.) c. CALCULATIONS: Walker Engineering, Inc., Evidualion of Tents. Dated 04/07/99 1). MATERIAL CERT CA'T'IONS: NONE E. STATEMENTS: NONE E�2 Frank Product C RRC r WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck " or ' /z " Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibsfsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of - 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design vahie listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. 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 milers, 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 to specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have s& gwaiit% assurance audit.in accordance with the Florida Building Code and Rule 9B-72 of the Florida,Adnni ris%tiie tip; : END OF zir4116 ACCEliTANCE •• • • ••• • • • • • • • • • • • • •• • • •• • •••• • • • • • ••.• •• •• • • • • • • • • • • ••• • • • •• ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •• • • • ••• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 MIA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® 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 J; rge L. Acebo. •• • • • • •• • • • • • • • • :(1 • 00 •• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • •. • • ••. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. i F' • •• ••• • • • • • •• •W • • • F• 4) 2 • ••. •.. .. • • • •• MS •• • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • •• •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive 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 high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Test Specifications TAS 101 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 A1-1160 roof tile adhesive. PHYSICAL PROPERTIES: Property. Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test metAlletfdd Sri svf$ec3 tti no'rImal manufacturing variation. • • • • • • •• ••• •• • • • • •• • • • • • • • • • • • • • • • • • • 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 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 Roofmg Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official i pltltatb =e emiglingoldan'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 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 11 to 23 � 2a4 s for square hrclres in contact with the pan the stee p pitch applications 2) Tum covers upsidedown. Place adhesive 112 in. To 1 tn. From cubicle edge of cover tile. Then install the tits. Undedayment i top pin of the cave course covert le. Aid to secure course of pan Wes. Ensure eave end of pan and cover tihza are gush ateave ftne. Fave closure Weep (mortar shown) ii i / hole Nail through plastic cement Point up Mortar on longfludhret edges of tile Sheathing •• • •• • • • • • •• • • • • • • • • . •• ••• • • • • •• •• • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • 60 • • • .. • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Underlayment Paddy (Beneath Tile} Nail through plastic cement Paddy (Beneath Tile) Eave Closure •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • NOA No.: 06- 0201.02 ▪ • • • • • • • `•' • • Expiration Date: 05/10/11 • ' ' • ' ' • ' • • • ' ' • ' • • • • • • Approval Date: 04 /13/06 Page 6 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Nail through plastic cement I x3in. Single paddy on under - Iayment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) /, 2 In. X 7 in. medium size paddy eave la ' course only Eave course Nail through plastic cement / in. x 3 In. Single paddy on underlayment Single paddy on top of the ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nail through plastic cemen Underlayment rin.x 3 In. Single 4 in. paddy on under. Iayment on Single op of tile Eave Course Single paddy under tile Single paddy between tile 2In. x 7 in. medium size paddy eave course only Fascia Weephole Eave closure Drip edge •• ••• • • • • • •• Single paddy between file Eave Closure 2 in. x 7 In. medium size paddy eave course only Fascia • END ©F l I� • iP" DANCE •• • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • .• •• ••• • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7