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BP-03-1784Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/13/2003 Applicant: VANESSA Owner: CASTRO JOB ADDRESS: 117 Contractor FLORIDA ROOFING INC Local Phone: 305 - 691 -0170 Parcel # 1131010330880 NW 93 Building Permit Permit Number: BP2003 -1784 CASTRO VANESSA ST Contractor's Address: 751 E 32 ST Legal Description: MIAMI SHORES SEC 6 PB 10 - 39 LOT 21 & 22 BLK 133 LOT SIZE 100.000 X Fees: Description Amount FEE2003 -7109 Building Fee $275.00 FEE2003 -7110 CCF $4.80 FEE2003 -7111 Scanning Fee $3.00 FEE2003 -7112 Technology Fee $6.88 FEE2003 -7113 Training and Education Fee $1.60 Total Fees: $291.28 Total Fees: $291.2 Total Receipts: $.00 2-qt z8 Costit Permit Status: APPROVED Permit Expiration: 5/10/2004 Construction Value: $8,000.00 Work: RE -ROOF FLAT AND SLOPE COLOR THRU TILE Signed: (INSPECTOR) %so 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 8/1/2006 To: Current Owner 117 NW 93 Street Miami Shores Village, FL 33138- Dear Sir or Madam Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Permit: BP2003 -1784 Address:117 NW 93 Street Miami Shores Village FL33138- Date Expired: 5/22/2004 In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ill EJt . Time Type Insp'n — Ti r clap yro Permit No. rbP D - I" 1 g I Name � G '1ti2 SSA Oft S` h Address 1 t 1 1 MUD q Company + ? P—p d f vt9 144, Phone # For Inspector: p t 1%.1(3 Name & Date Approved Correction Re-Insp'n Fee 50� - — 6/10 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Ili/ BICI Time Type insp'nT r OCR e yylo p Permit No. ibP 0 ' g1/44 Name Address eft /OLoSSc1 Ort c It N (.) • Company ±- ACL, ci2001 p v IOC Phone # For Inspector:1.5 P is ‘40,3 Name & Date Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bi1ilding Inspection Request kX. Date Time t\ Type Insp'n I \ 2 10 s Permit N 13 03 11 Name Address 119 Nw ' ��c� Company �'' t C Phone # For Inspector: 11 19.4 Name & Date Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B 'Wing Inspection Request Date Time e Insp'n `1 '_ �� �, � Permit No ((°°'���,, t — Name Lc�J c Address ' r N� ' q ` 35 Company j I� t C \C1 `JLi Phone # For Inspector:' M +").4 Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date II Time Type Insp'n 1 1 fl CA p OC Permit No. OS ) ? K4 Namee k Address ' 1 N L sT Company i C"✓! Phone # For Inspector: ) Approved Correction Re- Insp'n Fee ❑ Name & Date 4 rt'D MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request • Date 11 I 1 Time Insp ( C , - - Permit No. CI) S 1 Name CO1 -- c.) Address II NtA, C om p any 1 -7-2----1 Cl`r I CC\ , - For Inspector: ) Approved , Correction Re-Insp' n Fee Phone # Name & Date - _ _ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request tQ� Date Time Type Insp'n Tin n Ca if I cF Permit No. bP ng Li Name a03VM Address I l ' v w (c) rQ Company - 14 ga 1 Phone # gO S ^ ? &)o4 For Inspector: Name & Date Approved ❑ Correction Re- Insp'n Fee ❑ _Re29-16 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type InsP'n l' (\ Cop - H* YIc Permit No. r6P 03 -- Name CC) -B() Address!) 1 !V�11 613 (0 54 Compan (KC 0 s ' {n Phone # SOS ^ w04 For Inspector: Name & Date Approved ❑ Correction 7 f--- Re- Insp'n Fee ❑ prof -redid Job Address (where the work is being done) City Miami Shores Village County Miami Dade Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City k i Q. to CAL. Qualifier 'n0 $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: (Continued on opposite side) Miami Shores Village Building Department 05'9 . DAlteration EN xiD9 , Miami Shores, Florida 33138 04 Fax: (305) 756.8972 Permit No. BpaD3 — ' 1 164 Master Permit No. BUILDING PERMIT APPLIC FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) 0.nemss a► Q. O, l.4Y'O Phone # Owner's Address 1 1 - 7 N W .a 5T City Miami Sharma State l Zip Tenant/Lessee Name Phone # Electrical Plumbing Mechanical IIiti� 935/- Zip \b dA TOO T -/ Phone # ..305 fie' // k State ' � G,. Zip 3 3 a 3 { O r+2..n - r ' r net note 7 Architect/Engineer's Name (if applicable) Phone # c0©06 Square Footage Of Work: I / 7 8 c a Submittal Fee $ 50 • C L CCF $ Permit Fee $ ®, Notary $ >> Training Education Fee $ Scanning $ � j Radon $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ o 8 Technology Fee $ Bond $ Repair/Replace - ❑ Demolition e >� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Signature NOTARY P Sign: Print: My Commission Expi the 10/14/03 „ ti °r °ene°y°i State Certificate or Registration No. APPLICATION APPROVED BY: // / f GLARA VALDES h4atary Public = Stat® of Florida r Owner or Agent The foregoing instrument was acknowledged before me this 4/4 day of ,2067by who is personally known to me or who has produced As identification and who did take an oath. 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be proved and a reinspection fee will be charged Contractor The foregoing instrument was acknowledged before me this/) - day of ilia, , 20 T'3, by who is personally known tome or who has produced as identification and who did take an oath. NOTARY P Si A , < i (Certitj ate.o$ Competency Ho My C * * * * * * * * * * * * ** Prim LA 3 co, ,k a CRA VALDES �gublic - State of Florida Az, Commission h D i . 84 Bur:,)! 9 By N ti+. r F',Iota y Assn. e„ Engineer Zoning Certificate of Competency No. $ II** k****** eF �F�k* e k�k > k�k�k�k **** ** * **�k�k�k+k�k$�k *>kak ti ** * * *** ** ***** * * * * * * ***** * * *** * ***** *** *** NOV 12 2003 4 — Plans Examiner V < a 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Master Permit No. Co tractor Name: ,2 /.P'A Section A (General Information) Process No. Roof Category '- 4,. o w Slope ❑ Mechanically Fastened Tile Asphaltic Shingles ❑ Metal PaneUShingles ❑ Prescriptive BUR -RAS 150 ❑ Other: Roof Type ❑ New Roof ISRe- Roofing Li Recovering ❑ Repair ❑ Maintenance Job Address: Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? 1 1 Natural ❑ LPGX Roof System Information Low slope roof area (ft. f Steep Sloped area (ft. Section B (Roof Plan) j 71age2 ❑ Wood Shingles/Shakes ortar /Adhesive Set Tile Total (ft. ZeCC9fi Page 1 or 1 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'): 11r1,, .1 � ; I �. ;_� - 1 17Z- 4 ' i , 1 • 11 I h : / /www.co.miami- dade`•s/ bldg / roofing _permiting /permit_app_section a.HTML 11/10/2003 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION System fm MMaanufacttuurrer: / NOA No: e, 5 —0 /2)/.41, 5 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: Pmax3: Other Deck Type: Joist Spacing: 7 Pmax 2: Maximum Design Pressure, From the Specific NOA System: Z - Srjf Deck type: 5/8" Plywood • These decks require a fastener pull test by an approved test labratory '2' Slope: t / Anchor/Base Sheet o. of Ply(s): F 4 A /Base Shave er /Bonding Material: Insulation Base ize & Thickness:_ 4 Base Insulation Fas»ner /Bonding Material: Top Insulation Fast9ger /Bonding Material: Insulation Top Layer/Size & Thickness: Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Wood Nailer: 4 & No. of Ply(s): el 'A.) 6. 7s Z 5 Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): l / Ply Sheet Fastener /Bondi Material: Drip Edge Size & Gauge: '�f ` face 26 ga. Drip Edge Material Type: Galvinized Metal Hook Strip/Cleat gauge or weight: N /A Coping Metal: Top Ply: M1~e Top Ply Fastening /Bonding Material: j Z Surfacing: FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 1 I A" R.S. Nails Alternate Fasteners: 1. Field: 2. Perimeter: ° o/c @ laps & rows @ 3. Comers: ‹ ° o/c @ laps & -rows @ NUMBER OF FASTENERS PFRJISULATION BOARD Feld: Page 3 - q Perimete . ` er. http:// www. co. miami- dade. fl. us / bldg / roofing _permiting /section_c_ °o /c @ laps & rows@ 'o /c o% "olc 11/10/2001 t High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 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. P'arapet6Va11Hei MeenRodHeight F Ft. Page 3a Page 1 of 1 http://www.co.miami-dade.fl.usibldgfroofing_penniting/section_c 4 2.htm1 11/10/2003 Mean Roof Height in Feet 15' 20' r 2 30' 40' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42. 3:12 322 34.4 36.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 4 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPUCATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: 7 X. x A ?i7 - Mg: 5:27= Mr1: 7J' NOA Mf: 6 �P ° ' P 2: 00. b x A - Mg: 5 Z 7= Mr1: 2/.51 NOA Mf: P3:,04.(p xA -Z7 - Mg: 5 -Z7 =Mrl: rl NOA Mf: 6 'r Page 5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resi an * *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 1 of 1 http: / /www.co.miami- dade. fl. us /bldg/roofing permiting/section a 3.htm 11/10/2003 Roof System Manufacturer: ,#6 ei (43x) diV Notice of Acceptance Number. 0 X '--1j / 57-; d 3 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: e P2: 4,6 4 P3: /,7- („.• Maximum Design Wind Pressures, (From the PCA Specific system): High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPUCATION Roof Slope: 7 °/12° f, Roof Mean Height: • 577 A.79,4 Ridge Ventilation: Method of Tile Attachment: N/A Altemate Tile Attachment Method: PI ' , X7�pi� Clip Spacin for Metal Roof Panels / / Feld: �/4/ erimeters: ifrcorners: Perimeter Width: Section D (Steep Sloped Roof System) Sloped System Description Deck Type: 5!8" Plywood Page 4 Alternate Deck Type: AfeleriP yme nt type: ed3 & (- 1 4- Insulation/Fire Barrier Board: Optional Nailable Substrate: a jj Fasteners: • " eAp ;45 �. 5 1/ Cap e Type /Adhesive Type: Roof Covering: SA — qe 77 or/ ' -' Roof Covering Attachment Method: 'ter'' — ie 9 Drip Edge Size & Gauged f8ce 26 ga. / Drip Edge Material Type: Galvinized Metal 7� Drip Edge Fastener Type: 4J-01Z-S Hook Strip/Cleat ga. or weight NIA Page 1 1 http:// www. co. miami- dade. fl. us /bldg/rooflng _permiting/section_d 3.html 11/10/2003 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system 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 adjacent box indicates that the item has been elCplained. • 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). U� 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 rooting contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. Vw 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not 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 Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature CADOCUaie- mmpILOCA S-I nemOSECT[C.Y t 114 3 • D°...cao^.7,07 Date: Contractor's Signature MIAM FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Ahnar (USA), Inc. 6801 NW 77 Avenue Miami, FL 33166 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", 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 Frank Zuloaga, RRC NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Material: 1. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Almar (USA), Inc.. 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 Ap plicant Dimensions Altusa One Piece `S' L =18 '4" Tile W =10.5" %2" thick nominal 3.25" high Trim Pieces Length: varies Width: varies varying thickness Clip L = 6" D= 0.125" Clip L&h =2" W =v2" 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Auencv 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 PRI Asphalt Technology, Inc. Redland Technologies Roofing Tiles Clay Test Product Specifications Description TAS 112 TAS 112 PA 114 PA 114 Test Identifier 94-083 94-084 25- 7200 -1 Project No. 307025 Test #MDC - 78 MTS 520649 CLF-003 -02 -01 7161 -03; Appendix III High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test Name/Report Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick-Drive Screws, Battens) Wind Driven Rain. PA 100 PA 102(A) PA 102 PA 102 Date April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 October 2001 Dec. 1991 NOA No.: 02- 1115.03 Expiration Date: 12/16107 Approval Date: 12112/02 Page2of7 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -1 (ft) Width -W (ft) One Piece 'S' Tile 6.9 1.52 0.875 Test Asencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25 -7804-4 & 5 25- 7848 -6 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 32 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 Maybe installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar `Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 3 of 7 Table 4: Attachment Resistance Expressed as a moment - rnr <« -w*wii for Nall -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens One Piece 'S' Tile 2 -10d Ring Shank Nails 28.6 412 19.4 1 -10d Smooth or Screw Shank Nall 5.1 62 2.8 2 -10d Smooth or Screw Shank Nails 6.9 92 7.3 1 Screw 28.7 28.7 N/A .#8 2 Screws 58.2 58.2 26.8 .#8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 1 Screw with Musa Clip (See c ip details) One Piece °S° Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A One Piece °S" Tile' 1 Screw with clip (at the water course of tile) 35.2 352 N/A _ .. _ ._ _ ._- _...._ .__ 1_ -e -1- -..n t...I.. I..... b,.A n nnrne h ► fr. t Nunn of the tile. Table 2: Aer Multipliers - (ftt Tile (ft �' (ft3) Profile Batten Application Direct Deck Application 0.274 One Piece 'S' Tile 0.253 Tile Profile One Piece 'S' Tile Table 3: Restoring Moments due to Gravity - M (ft-lbf 8":12" 3": 12 " or Tess Battens' Direct Deck 4.47 5.35 4": 12" Battens 1 Direr Deck 4.40 5.27 5": 12" Battens I Direct Deck 4.31 5.16 Battens Direct Deck 4.20 5.03 7": 12" or greater Battens ( Direct I Deck 4.08 4.89 . S crew m Table 5: Attachment Resistance Expressed as a Moment M (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance 29.3' Adhesive One Piece `S' Tile 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 4 of 7 Table 5k Attachment Resistance Expressed as a Moment - If (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile One Piece 'S' Tile Tile Application Polyfoam PolyProN Polyfoam PolyProna 4 Large paddy placement of 63grams of PolyPro"". 5 Medium paddy placement of 24grams of PolyProm. Minimum Attachment Resistance 66.5° 38.7 Table 5B: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Mortar Set Systems Tile Profile One Piece S' Tile Attachment Resistance Tile Application Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marling of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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. PROFILE DRAWINGS ONE PIECE 'S' CLAY ROOF TILE NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 5 of 7 CLIP DETAILS CLIP WITH ONE (1) SCREW ATTACHED TO DECK "SPANISH r TILE BY Al. MP-) 2 -1n OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE CLIP NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 6 of 7 SCREW (HOLDS CLIP ONTO DECK) "SPANISH s° TILE BY ALTUSA CUP PLACEMENT DETAIL CLIP DETAILS (CON'T) 2 yr OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE END OF THIS ACCEPTANCE DECK 1 V4 13/4• 3/4 , NOA No.: 02- 1115.03 Expiration Date: 12/16107 Approval Date: 12/12/02 Page 7 of 7 MIAMhDADE 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, surfE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations. governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built Up Roof System for Wood Deck. 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 renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/0408 Approval Date:10/23/03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub- Category: Deck Type: M aximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specification GAP Asphalt Concrete 5, 55 gallons ASTM D 41 Primer (MatrixTha 307 Primer) GAF Mineral Shield® 60 lb. bags ASTM D 1863 Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Maths'/ System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Mat irixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex PIyTM 6 Roofing BUR Wood -75 psf See General Limitation #1 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.3T' (1 meter) wide product Descnution Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. 1, 5 gallons ASTM D 3019 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 ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03- 0501.05 Expiration Date: 11/04108 Approval Date:10/23/03 Page 2 of 21 TZ3 £ 030 41 £0/£Z10I:wu paeatddy s01b0/II taaBQ uo g4dxa S010S0 :0N VON wpt►ue&S pump twit PaoB.1ans PU gutidsv pompom iod !ma par1803 ieux aaosa,Ciod usnom -uoN aaqu mug u Tim =vital as 3aags ,Ildsaw! Puv Pegs asog Idsu pompom SEES s Zsect Pa13 - SEES PaoaoJalea ss2 untiid 'paosTms wows pug guqdsu pompx Z-JWa Od t{31as PO MOO 31110 10330.40d WAWA-110N •sainusz8 Tempi TT" pampas pug liugdsu pompous aoudIod 3uapau3ai sag qw& paaeoo sear Jolsokod uanot uou •sainuudi IBaaulw TPA pa ms pu 3iegds8 P lauSIod twit pow* Nat saasa,ilod uano- uoN •salnura8 Iwo Tim paagpans Pw� ip gdse pagcpota iaua,Tjod aagpig3ai a�ag thane paauoo aeon ia3sa,Ilod uanoM UON 'salnu8JS pampa Wm Mullin Pus 418gdse MP= auukIod !wit powoo sear iaasolgod uanoM uoN 'paagTms gloms PU8 guqdsu pompotu-laukod 1UAM pop= agar 1aasa,ilod uanoj uoN • 'Sup= oppegdss uz PPM= samara runup epos opis urogoq p uo Pao8US "41 TVA sQPjs i uo poaeoo Pu paaeuuwdun i s osuq ssuplioq.d •sms aaaga u[ aiqullunu wogs Sun[s8Q a8au aagg sup? ponoo guqdsv . suo- &Magl tial., t &Woo 09Pulds8 tq PoPPolwa samurai' vamp gaup ems uaonoq atp uo PalaiS Tutidsu soPIs goal uo paio pug p u2wdwi aaoIs osuci ssupoqu IwauP Wu 1: 113 4 MS 30911s duo par log8 ssiq `Imp quqdsv .S odse PAIR alai ss81 Porsu AI agL o 3npoard LiKT S Q MUST ZZZ9 Q NLLSV LEIS Q MST £919 Q WLSV 21IlEEZlJ Ifl `II addy `109PQ IALLSV 1'919 - Q RLSV 1'919 1ALLSV 17919 -a WALLSV t9t911 NISI/ 17919 KLSV 179T 9-G NISI/ ZL9£ Q L68t' Q LILLSV ZL9C Q L6S6 Q LILLSV 606€ Q WALLSV 8LTZ Q LILLSV Uop o auS' Poi opine (Mow ..G£'6£ GRA (Ioloui 1) ..L£'6£ ague (•maw 1) ..L£'6£ Vim (..L£'6£) -Maw aPIest (..L£'6£) 1aw T aPI LL£'6£) aaoul T aPIA& (..L.£'6£) maw 1 o (..L£'6£) alloul 1. aPI (..L£'6£) aalaw 1 aPIiu (aa3ow 1) ..L£'6£ suoII (ae3ata 1) ..L£'6£ aPPA Oaloul T) ..L£'6£ aPIkx (=taw 1).,1.£'6£ suolsuaurki ain J dolAIOPloaNull OZ ®PIgn2I loon ascii PaSIPoWH GIONMERI SZ yo.PIota SEES ®CIIO2IISf12i &I SIM PIIM - aloH SEES ®aioiiaa iii SITId puPPAI - 1 09 H SEES ®QIOIMS1111 Nd OLI WLPIIM - Noll SSS ®GIO?IISf111 olluou0 KaPIaM soli SEES ®arO21 flfI T goowS W.Pl - 1 10 H SIB ®(11O1S(RI aic1sIISN PPIPdewlfd .LICAVIVILLS ®SV/OdVO StagsVTd ®SVIDdVO PaOJd aoauuRITIEI ®.LN'eiAVZV?LLS ®SV IOdVO s (Ira PousluiS [ mill ®SV'JdVD ®t Aid sv1oivo tasPuld Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP PR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR Di msions 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 Snecrfication ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTMD6164 ASTMD5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTMD5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTMD5147 ASTM D 6222 ASTMD5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 Product Deseth lion 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 at coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforces, asphalt modified bitumen rfiembrane, 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. Nonwoven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.05 Eapiratton Date: 11/04/08 Approval Date:10/23/03 Page 4 of 21 Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built-Up Roofing Asphalt Shingle - Mate"' Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB+(Man ix 715 MB Coating) WeatherCoterM (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive Dhriensioas 5 gallons 5 gallons RUBEROID MOD 60 lb. kegs Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet 39.37" (1 meter) wide 100 lb. cartons, ASTM D312, Interply mopping and surfacing asphalt bulk Types I, II, III and IV 39.37" (1 meter) wide 4 sq. roll 30 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Soeeification PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D4601 ASTM D 3909 ASTM D3019 ASTM D3019 ASTM D3019 Product pescrinlion One way valve vent used to relieve built-up pressure within the roof system GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum fakes Non-fibered aluminum pigmented, asphalt roof coating SEBS modified asphalt Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle underlayment 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. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 5of21 (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive APPROVED INSULATIONS: GAFfEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFFEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFFEMP® Permalite GAFFBMP GAFCANTTM GAPTEMP Parmalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA Polyisocynurate/wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation PYROX White Line Product Product Name Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test $uecificattion ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 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 High density wood fiberboard insulation. Polyisocynurate foam insulation Product Descrd on Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Comment Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non- fibered aluminum pigmented, asphalt Type I roof coating. 5 gallons ASTM D 3019 Fiber reinforced, rubberized Adhesive Typelil Manufacturer (With Current NOA) 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 Apache Products Co. • Apache Products Co. NOA No 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 6of21 APPROVED INSULATIONS: Product Name ACFoam I, II & Composite ISO 95+ ISO 95+ Composite Wood Fiber IIigh Density Wood Fiberboard Perlite Insulation Dens Deck ENRG'Y 2 & ENRG'Y -2 PLUS. UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number GAF'ITl'E® (Drill -Tea) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tea Plastic) 6. Dekfast Fasteners #12, #14 & #15 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks 3" and 3'/i" 3" and 3'/x" Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. . Firestone Building Products, Inc. generic generic generic G-P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. TABLE 3 Product Product Manufacturer Name Description Dimensions (With Current NOA) 1. GAFI'1TE® (Drill -Tea) Insulation fastener for . GAF Materials Corp. #12 Standard & #14 Heavy steel, wood & concrete Duty Roofing Fastener decks. 2. GAFTITE® (Drill -Tec®) Pre- assembled GAFTITE ASAP Fasteners and metal and plastic plates. 3. Base sheet fastening assembly. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23103 Page 7of21 APPROVED FASTENERS: Fastener Product Number Name 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Olympic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic 0-2 Olympic Standard Insul -Fixx Fastener Insul-Fixx S Plate Insu1 Fixx P Plate Tra Fast Tru Fast Plates Tru-Fast Plates TABLE 3 Product Description Galvalunie hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalunie stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Dimensions 2 7/8" x 3 3" x 3 1/4" 3" round 3" square 3 .2" 3.25" round 3.5 "round 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) Construction Fasteners Inc. Construction Fasteners Inc. 1TW Buildex Corp. 1TW Buildex Corp. ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. NOA No: 03. 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 8of21 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRTofS.FL. IRTofS.Pl. Test Identifier FMRC 1996 J.L 2B8A4.AM JZ 3B9Q1.AM J.L ODOAB.AM J.L OD1A8.AM J.L 0Y9Q5.AM GAF -012-02-02 GAF-020 -02 -01 02-005 02 -014 Descriution Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 03- 0501.05 Expiration Date: 11/04108 Approval Date:10,23 /03 Page 9of21 Deck Type 1: Wood, Non-insulated Deck Description: 19 / or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base shat: GAFGLAS #80 Uhlman' Base Sheet, STRATAVENT® Eliminator Perforated Nallable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat -Weld Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring E 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 ps See General Lbnitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1ym 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 Y_ • and in two rows 9" o.c. in the Sheet or any of above Base sheets attached to deck with Drill Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" oc. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf,, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill Tee (GAFITTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITL) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheets One ()more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, �#i80 Ultima, RUBEROID MOP Smoohl r 1IUBBROID 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 S�beet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following 1. GAF Special Roofing Bitumen with an application rate of 20 lbsisq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gaLlsq ; or GAF Premium-Fi Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rats of 60 lbs./sq. ± 20%; plus gravel or slag with an application rate of 400lbssq. & 300lbs.sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW-VOC applied at rats of 1 -1.5 gal/sq. NOA No: 034501.05 Expiration Date: 11/04108 Approval Date:10/23/03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Nfinimum'/a" Dens Deck or 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 20-0 lbssq., 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 desiign pressure of -45 psi. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Budding Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter 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 (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. 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 Budding Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 034501.05 Expiration Date: 11/04108 Approval Date:10123/03 Page 21 of 21 6 O 3E:' d PROS CONTROL NOTICLOYACLWEANCA Poiyitomo Produce„ Inc. +A4} SSring- iihivhnwr Road Sprig% ,TX 77381-1.132 The mime of Kull Orating will be incurredfey the mannfacturnc. M!A) DA) ?N COUNTY. FLORIDA ilvIETRONDADE IZLAOLM tttiOL WA truILOIN I()U . COMILYALXCX OFWE la1`ittr -DA. : A i LI& K.Iltwn t4OWegrPL tc;LU grektMr. strrrG iO3 MAW, mORIDA 331m-134i Om374-mss F J WS) 3)5-r9as cttrr'r&C'OR * t.: t t Wil('X � # 3114..23` riA i i7S- 35A ties) 3T'-3't tsi FAX 036; X: ) W WWC t aviTAiN. mom y7g44flo: 0414 tt - d.;34 Y ottr application f t 'N'+tiea; C A+m luu 040A) a r; Two Compornat Pelyurethcue Noon . ail vts ti CCaptcr i; id the Code of Migtol-Datto Comity governing 'fit» *so of Mao Wands and T,pes of Construction, and afittplexhiy tlaucribrAl hezein, Ito Wm rocottentridcd for aocepta.tm,a by tivo Mucci -Thth Co Lt'' Compliance 0-aloe (BCCY ) otiekrtl,c cry &lions spe,cifiell be rnin NOA l ll nor he valid after the expiration date ututori below. w. BCC".f_) IgfflerVeifi Ilia right to WOU4Y, ihi product or material at s»y ti from a job to iir twmfaotores plant for quality control r#iug. If this product or material faill to perforin in - rho approved. manucr, {3CCO may 'wok% modify, or suspend t time 4!` goch product ct warns' immediately. Ban =ales 11 rq hi to this apprnunl, 'tt it is slotrwitminod 'try LiGOC) that this product I3t inaloiaal faRS to lima (114,1 lajaiMiligitii jSt Lilo 5001h Floilda Building C.tce ACCEPTANCE 040,1 LUMEN: : bI NIUM Raul l Rodriguez lidtroduct couTtfol lstv;sionl IS THE COVERMSZSILARDVIONAL PAG1 CSWINXIONS WILDING COD & J,... : 'IC : .+ n This app ion for Product Approval ban (*dim xnviewod by tlia BCC4) and approved $; thg Dull ing Code amt.! l'mtltacl. COMM i 1.0 1)4 1134 to ;Miami - Dade County, Florida under r thr ru ditinnm stt k< vc. ALC VRD:,d11�1, ,4120] i zkniat istat th postaoa ittrO,b l e Hon.cuR* fitiai.pa hit drite'ww,towl #i!it#Fi►w'I4 oi" Quoa j„,.// t'rasnetsi 3. QtAltaana, RA. f Areetelt Mi irl County Building todo elsmptieaea Office tOi'8E695OE 9E :ST EOOZ /ZT /TT GO 3] 'd rfib ttl t' krtxtacti lo+ r .AC:+ IRPT ANCR Mn. = _l<_. it ROOF1NC MIS): MIN Acv L Rte: Ratting alk Roof TikA ekti#waivc ;t tcrhav: 1 1ytiteth in$ 11. SCOPE 'I'1Ettci c rprnvc Polypree Mf1GJ ae wauefacturedbT Niyfoaukt , rsxl tole, inv., es elakolihM in AL./limo ? II•eii is Netak Ac pte e_ For the locations where the &Deign pJessura tetittirewnts, ea determined by applicable bui)ditii uxit, dow not exceed deuign prc3Burc vehizti t.ibtliiitC41 by u1atiOn le compliance w iii Roulitig, Applluatiuu Standard R 127, for 7,1,50 wwtb NprovEld. Rat, (w anti high profile roof ties s sy s1 t u ing } of ro i B ltiO. Whole n.laubmcnt calculations are done as a moment based system foY Ali& putty plummet. a i uplifi based sys6csra 'ELY doollk petty 6rrAca icy 2 - PRopuer DESCRIPTION Manufactured 1 Poly] %fat A1I1tiO Mutcuatnum Fiwthert4 1kT1 KIA Po'Pae 3dl & l tsti !'IA xranc& r� i9tn t{ Amid It 1 Cd ntgtr ive AS I1Vi '1? 1421 Slrenvh le.�esi} Sven* Water At:W.141km Mai542,00ValtUr Tt sua140 isxivu I7itesen�`iern:r! Stability AM'rtwn tit ASTM I) 2121 ARTM R ATM n 2126 Ted tR�e�cl�at+tvers PA WI 11c Its ft' 12 PS? Iiw, In rim 12 PSI I'ep nediculer te rise ?ft PST Ponillol to &to t1.fl11 Lbsirt+ 11 1 itici A wawa 172RA _Tont1 d. Mat Rvi tkin Cb tc: VaL111_2O0.6 llefiasiht +0.O7V Volume- G'ia:use t - 40 wl +C.d3M VAtt me ravvitv f i Hattdtiity. 2 %wits Proifitat uaserion Zisha 8o titx3itert 1001Iyi hide Die/movies Equip:mtrt i j► lia L*; fr�tr ►tnwnt 2.1 Cantpanent& as pree,dath unnuitwittriml atbgts: Au r Guuwgy NAHA. Guar! Accepted Ind r. lte A. . tvbiy baying a clam% NOA which fiat uplift resistattga valats with the Ilse r i 3'olypro A) t612 reaiito adhesive_ 2A Typical Physical Prvptrt . PEVA: Mew, RAC Product Control Examiner V01 9C:91 E00a /',i /TT 90 39Vd Po ray x�i$'',� �� 1���� . CCUr!'ANlfix No.: 0.124 2 -44 lout& The phyviind !tine listed ahrote xre pmetited as typir ak aeem& *alum a% einterinheed by krpted AST S4 test =Ath t& unit ate apabiedi t' Avmvi Plyt4Ora{;[ttrhIN vertatiun. 3. LIMITATIONS A. P i r o d a ± i f cation is not p a r t Q f t b i s inoeptenve. R e f e r to the Prepared d I f Tito Asstutkly for Ere rating. 3. Potypto .' AX l 66 abed solely be with flat, lcrw. 4 t iie Maks, 33 Minim= uadeslayttretxls shell be in Ctz aiitLncer with the Roan Application $=LOA RAS 120 4.4 k.^sti!"Tile mtaresf secures acqiiitiths latKIVLUILIV fcny the use urPotyprooll Amoy roof fife atlbe i o lviih their tile 11.99.101t4i6a shall tact in to corcinuoc with I'A I O . 3.5 11,00f'fi1c 111211211f3CD1reg aevuiting gGept$nee for two p1U(ly pimeretert with the use of Polyp, AU160 roofti}r ad/maivv with limas tik es blues ilk irk rrtSrriomi. with FA Ott 1 third w4siy sectiort 10.4 rte MOdifiecl be rcnu: 11" W F ._ 2 4. INSTALLATION 4.1 P y rf r0 AI - I1oo my he Wed with any roof milt, ads rnbly having a cwoeut MtUA that !ice up1'si tegiiltnnoo :ran®, Niiith1,1w twc offlolyproe Ai1160. 4.2 Polorogs AM! shall be epplis.d rn r rttplk with Component Application etiOn.;ut, the correspandins Placement )e1 s i fowl flit, 'Sibs xoo1 eile r.�tYtt>ly' 44booive attachment with the. mac otTe ywoe AII160.,4li piov :t strffreienz azuAchomt rs an amp-remind ax an nnp1 fi hrifiCd sygtetrt, to inoet M +exe4 the MiStikUCC dac.'a)llrittl ;ut ccxwp a wfrb el pt• itde C-011MY Raft Appli..ti xn Standard 4hIg MI The 3dhetive atieebniciit datt tia noted the roof tile assembly NOA 44 Polypm AJi t{SU maga a+ GNvir ttrid tis ccotrtpentims shall be %te haled kg etrortlitircr with Roofing Appik tk tt St nd 4 MS )20, and Polyfolrm l'toducina, Inc, I'aIypr l Attlt50 Oper g instruction and A/hinter:2nm mole et 4.4 In4tatkriOAL sit be by 4 ] "a . Wty Taiiu t 'Quelifsnd Applinatoe zoom and licensed l:y Pr yfbtiurtProdutNta, Inc. Polyfesot Products Inc :410.1I supply a list of approved a plio ror' rlie a tfuriity havingitgisdidign. cabliration Foampro0 disgittsin8 equipment is requited bake appli iota of adhteAve; ratite between the "A" ow/Ton= ond "W" ct+mpornt a h o n be maifilablet1 between i.0-1_15 (A) : l tl (L4). 'the dispense timer ettnil he wit in dsliver 0.0I75 to 0.)S pout ds per the as :rctntini ul vr1i7.►yation Itiu other SatiM dial} he apprnv3 �d Poiyprog) A11160 shalt be applied with Foampt'o RTF 1000 o lsr'ohc0 3(& 100 dispe h!g luipreatt only, 4.7 .i'ctty'pro09 AN) 60 Nhs1I nrt he 'potted pernaeuentty tt sun — ..•�w�.�. Fnuk Moto, «.RC P, dnct Control Extailillet P0173E69506 96:5T EEOZfZI /IT L8 39Vc1 Eulsksn .ltrudin ow lac 4.11 Tiles mutt be aged in iii rhdy applied aai t`itt4. Tito moat be set withid 2 to 3 alkuta aftt A4rlyyi Mil 60 lnis Nen dispeaxed- 4.0 Dclyprocift Awl 60 pi,scemein rntd trait f ont r putty 'might shall be in at otduu c with the `lace te'tt Details' herd. Bach 4pnefte ttie prmillt fegliCOU the tiled c pfac ►e►tt not! bow, 'table 1! Jxliwvjoivt~ i'lammcrd For E • !'i1CVratile Pla ara ; w:yi eott wood i u P tddy W right Dt#:0 T Miu. {fir) � per paddy /ink Ftrit, her I; nLCd 1 ,,. . .. r NA MAIIN,tdc (2 Piece S.�t 0 ! 'f 17lt i le Ott rep and N1i► M ak, ow Hip Prgfil , 42 24 VA tla : : Hob Freliles _.. I_ 63 L._ X AU Polyp Ai 1150 I:Mainers shall amply With the S %%Ward Conditions HAW herein_ 6. BU 2LDPVC PP. Ivi f ' TiV,QVIR Ell ENTS 0a Az required by the tipuilding Official or applicable Building Come in order to Properly minima the installation o thin aystent 1 I 'r•iflrl'A 11041 4 ..+..ava e1,1111 'Pt user. . iir i'iai* Lu1ua a f; Product Cogetttl Zuminer 00178E6990e 9E :9T E80Z /ZT /TT 80 39 d 1" ours Fruduf„ AD ;WSLVE PLACEIVIZTE DRUM I .I' PATTY I) Ron e o tretrrAikt14 Uwa:I4A IUAIMI uLIstil WA i fra A. FNMIIir+ Ha Elba 4 ACCTilifTANCE No, : ._ nw ' Woap, RRC L rndtwt Car Bx 17017866990E 9E :9T 6003 /3t /TI 6 6 3EY d ADHESIVE ,. 'i ,MENT DE'"TeUL 2 AUILPTAliCE No. ; flj4521,07, 111.} �'✓� IWi j 142118argarb pl3 C i:161( e0'Yi;ry1. ° ° ^� f UAdErfay j ,r ss. Vllddb�dlhtk \ F ..+'•'"w�f 'j .1 's. 'fry. _ . mows/ w '• f am' i t � ° N s FretyikZulgazk. R C Product. for u1 Ekanithca V0178669906 96:9t Eeoz /Zt /tt 0 T 3JVd ATOITINIVF PLACF:Vfl::i'r DETAIL 3 DOUBLE PAT TI( Y 318. Sindk f sk 4. omit o kri 41r. oar. u z Pay tb + ugh _te a JIidE f4AI (vadkr 1. 4+ N., • .1 X1 5 . x'4 1 9 plat Ante y ' rrI3 a EGG i4y 413414mash e{einYit Sabi II% &her Wily x t nn i+ip n1 tdn *nit RR tOrs 4F siktill OAP bmben Je r bowtionte MOM Stet+a coma 'WV tram Lid, lucc _ PrO iti3 Ciautrig uuintr P0178E6990E 96:9T 6 00Z/ T /TT Frrlrpusat; ue:t tn., 7 Acc 9 AtN No. : I. Reavag (* At 1:on i pgt l) doll be ,t reed aka' a mewl) applimiir »t }Ai 1 304 Ned and Lie i x 1 se mitted dotlitta.01.% including Motif` ugip o:risti oloa, taigiucctinx tioutimenN, aro JO older thin' gbt (6) years_ `. Ayr bad acppromd pnAuAb s J } t m totay ]alu'ttxt with eit i`efotalit urt t'N nine, oity, nate, met Tito .&rltauing Antemart' "1 irai) d C centy Prodoot. C'ottol Approval". or an spwi&tcatiy Atatr4 in t u dk efauclrittws of dus Aocwtootx. 3 likartveAdAmtptance un31 not b .coplzictr l i 01. 'DEM tEtI5 War ZdtlanW in die title Florida Building Code attee1ivs the on ttyatiatt or tbb rodeo Amyl the prodvot jig not it twattptimme with ttv~ co& Anivo, b: T1i ptvduee is no ittligtir tt =0 Pedal (IettlX4 us ttw otm origindly apprOliod. the Aoceptnnir4 Accept bolder has not valopRed with an Ole rectairernonig of tints areept4ace, *Ctadnig tins corxeoti rrtstattaten of rho product. d. T ettieegr who originally pscpar'rd, ate scowl the rotEuuut tio,Anl utzdiun initially sabditta a do Iowa praglicingtbz cturocring protatio t. Any taviiion ar vsgr. +ui tbo rivltorials, es n%, masa n atiuf t: cat ttaei Foam. or pro w& &1I deafly be own for totutirratita of this Aaes,,parcc. aulcss prior wrattcn approv4 kw bond r re tad (iintlugh 'um Ming of a revision, applirdioct with opprapcihte fee) and grantoct by fots text. 5. Any oL'Alm Mixt , trb 1 also be grounds fur nunov rtf taus Ar tnttcc! Et. 'I y rerforrivrat of this product tn. mss:,. b. Mita= car dia Atteindited 0. t apt nociorseamx or any pt - - tu..t, tin' sales, advertisug or any other purt+trAu. ts. Tit Node of Acormtismee number waded by flu words Mi:uni -D : (« natty, floildo, ntal'erttltiti etid by i oxpination data may be clivhqut au ud ra ue; Lteostt aa_ if ;nfy payion of tho Nemcc of Atce.pmeee i display - then it shall be done in its estt.irc y 7. A copy of this Acs tame us rt:ti as approved drawings and +bitter ciocigaoss, va ik upplira, h4m1l br, ptovided to the user by the mmaentfaaurer or it dixtribirtors ond sbAll be avaittthl: for inapt twee at tj i1 dau i ii! tuner Tiitt now quad rise rum( th c opics_ Viitttro tt* em ply With Any.ctyryn of this Acc oo c bo goaazr}o for tonal+ .rut htj tag tnvol cif _ 1?ri5 £triica of __ has arptorrco (mists nipaga 1 through it_ N» 0)` MIS ACCEPTANCE Frank ZnkapA kW; Viaduct Ctufr l Octi$; II 39 d VOb9E69SOE 9E :SI EOOZ /ZZ /II " , �. a , "r �� �__r ire ACCEPTANCL 1' d .: 111 -ll s21- Jj*4'• �. DRJIWINGg: O%! TESTS: :Arrtwx Aw Applied Canter rot 4lpplitta Altinataigl emu for Appliati ErAtaccirinz ittec i k Rnicaectrial,- Comm! Jbr App1i ] Mil 1,2lmr4nrh Fulyyzua* Divisiva &oft1r.L tur lord�� rr103th . tuck q �� �� %lath 1 L SMntMATe t Rct'Srch Jnstitui t'ti ty iitg ut n[ifi C of teic. Corp_ T c1irig Service* Coq, Tei'tiuu` eavict Celotcx Corp. TTCrit .. �....., '•rn �I ,j VICE tau e (For N U M., Y_ J rut, q W( 2.5 - 7 2.74 ,J`i4 25 44320 257492 sti?kt.380.6;I 9b37.92 01 - 61. 41,5 - 0 i1 '.! z 4173Y -062b1 if ?050.02 46 -1 52R454-10-.1 CLO f ps 32Vt09.Z -1 12#34is_magezaw riVIi tsiT D A& Protocol M 1a Miami beck Prc o Q1 PA, tG1 gam 1 I-93 MTh 11-41 Sri» 1.]-'3 ASTM 0 1623 ASTM E lO8 Mild V. Rig ASTM PA 114 Mimi Dude Prcrrcol PA 10) 10131148 Mardi No40 P1 d. PA 14T 12(2& I8 Miami DA& Phyloc9l Dula 04/0094 121 1vi 1 Li 2/ S t2121Y 021004 0430/93 31/i6/94 RN [4 Product Control Examhzr ZT 39Vd V01799669906 96•5T 600Z1ZiffTI 61 3E'd relvfolunflatmeaft AC .'1AN(J No..,j,t= �1CC1 (For Fife (1Nj: V. No ;Lon 0/W 4, j C. Clr,,ATAONS; W4tictr t•; oeriug, Dm, Eva /nation rrf'Tcic1s. Dotes I7I99 U. MATERIAL (ERT IVErATIO S NONE T M(NTS :1 !C)NX E -2 tr+Ak Wang. KM Prodna C 'tru ) Examiner V0178669906 96 :9T E00Z161/11