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RF-09-1113i. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 118575 Scheduled Inspection Date: August 26, 2009 Inspector: Bruhn, Norman Owner: BINAI, ELIZABETH Permit Number: RF -7 -09 -1113 Job Address: 957 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUPREME ROOFING SERVICES INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number (305)754 -9541 Parcel Number 1132060340260 Phone: (786)229 -9331 Building Department Comments REPAIRS ON TILE ROOF AND REPALCE FLAT ROOF Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 25, 2009 For Inspections please call: (305)762 -4949 Page 5 of 32 AltwAVfl 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 Property Address l C'--) A ) Cj7 Roofing Permit Number t\ F - - • Dear Building Official: I ai-J, certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B- 3.047 F.A.C. STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this /Po or Produced Identification CIVIL ENGINEER Reileh Engineering Cnrp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 August 24, 2009 Supreme Roofing Miami, Florida Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 957 Northeast 99 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: August 21, 2009 Roofing Contractor: Supreme Roofing Project Number: 09 -1004 (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 of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Monier Flat 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. Based on our test results, we conclude meets the test requirement outlined in test report for your review. the installation ofthe rooftile at the above referenced project " ►ove- mentioned protocol. Attached please find a copy of our 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 fr "ti hamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 957 Northeast 99 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 09 -1004 — Page 2 of 7 Report of TILE UPLIFT TEST for Residential Home 957 Northeast 99 Street Miami Shores, Florida Project Number: 09 -1004 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 13 35 Pass 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation -- Project Number - 09 -1004 — Page 3 of 7 Test Number 24 35 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 47 35 Pass 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass Reileh Engineering Corporation -- Project Number - 09 -1004 — Page 4 of 7 Ir U111 er 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass Reileh Engineering Corporation -- Project Number - 09 -1004 — Page 5 of 7 80 35 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass Reileh Engineering Corporation -- Project Number - 09 -1004 — Page 6 of 7 35 Pass Reileh Engineering Corporation -- Project Number - 09 -1004 -- Page 7 of 7 51 52 45 44 `9 61 62 60 56 65 60 66 i 65 64 55 98 51 56 48 41 49 46 99 96 25 86 68 100 24 42 97 41 59 98 51 21 18 19 40 16 15 56 14 19 87 107 55 12 68' 09 -1004 APPROX. k00F S51 IACATION5 AN17 t2IM N5ION5 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. / en%rl /f,� PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building ( Roofing Owner's Name (Fee Simple Titleholder) o _WIN& Phone # 36 79( o wner's Address c57 to City 1 L`s�2�t� State Tenant/Lessee Name Phone # Zip. i13 Job Address (where the work is being done) 7,57 r, City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 ' 1 - ' , / i ' ( L f- Is Building Historically Desigliated YES NO 5'71, fee Zip Contractor's Company Name ',Supreme, l.j 0o.e /. 9 �l.0 (- Phone #1. ,30.s Contractor's Address` 096 0 m �/ly/ Gv r City /�110f 1 j 6 /Pv) S State Qualifier Name 3Z? Zip S3 ©.S^ Sf' Phone # (ITV 2? % - 9,1g/ State Certificate or Registration, No. C`M'G'` Inv-2v Certificate of Competency No. Architect/Engineer's Name (if ;applicable) Value of Work For this Permit $ I /r Phone # Square / Linear Footage Of Work: Type of Work: (Additiono ['Alteration Describe Work: Repair/Replace ❑ Demolition Submittal Fee $ P * * * * * * * ************* * * * * * * * * * * * *** * * *44 * * * * * * * * * * * ** -.4'-- t Fee $ Notary $ Traning/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ CCF $ Technology Fee $ Zoning $ DPBR $ CO /CC Total Fee Now Due $ 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 Signature Owner or Agent 1 actor The foregoing instrument was acknowledged before me this ' /- The foregoing instrument was acknowledged before me this, , 20 6'264 by day of //(7:"‘ )06' l_ "` , 20, ' , by who is personally known to me or who has produced /1- °;) who isle s6nally known io me or who has produced As identification and who did take an oatl. as identification and who did take an oath. day of NOTARY P4JBLIC: Sign: Print: (407) 398 -09 S; My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) NOTARY PUBLIC: Sign: pp o ryryA pp0 Print: 407) 2s-trix lnridalloterySenrica.com My Commiss xptres:- -- (e" C 7 Plans Examiner Engineer Zoning Florida Building High-Velocity Hurricane Zone Uniform Permit Apa Hendon Form. Section A (General Information) No. :, Process No. usamanot Low Slope Roof Area (SF) IKIQF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE • Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes p roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) it %` " Sketch Roof Plan: illustrate all levels and sections, roof Include dimensions of sections and levels, clearly parapets. Total (SF)' ow scuppers and overflow drains. pressure zones and location of 111:911 •u■w1mu 11111115111.111111111111111.1111.11 uuuuu1 1o1111i 131111111,1111111LIIMIIIIIWAMILVIIIII .' 11 -1/V RS a ttilNaaiis 1 Us Rao/Sywou Tegveringartellence E Dae Roof System Manufacturer: Miami -Dade county Suiding.Deparbnent Electronic Application Section D Sloped System Description Tile Roof System Notice of Acceptance Number (ROA): Minimum Deakin Wind Pressures, p Applicable (from RAS 127 or Calculations): P1: P 2: P3. Maximum Design Wind Pressures, (From the NOA Specific system): CK;;► . 1 Pipin the spat Votoot assembly componentt& ifa component 1s not required, inset notoappBcsbiea ) in Metals >t> or. Roof Slope: °H2' Roof Mean Hedghst 1 ft Method of Tile Attachment: 1—Adhesive, ilium Paddy Polyfeam Polypro- Alternate Method of 'Tile Attechment per NON. Drip Edge Site.& Gauges: Drip Edge Material Type: Drip Edge Fastener Type: Deck Type: —5/8" Plywood— Hook Strip/Cleat gauge or weight Optional Nallaable Substrate: Optional Nalabte Substrate Attachment Beasesheet Type: Fastener Type for$assesitest Attachment 1 -114 Cpl Nails 1 5/8 tin cape Tito Underbwrne S (Cap Street ) Type 9�Rt� undcd= nest(( Tile unWelsaymentAtieshma Method Tile Profile: Monier Saxony 9QD Sdal��• SeetuYi3 3 s Veliveritrtl Era;eflenee &rery OAgy" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based the systems. use Method 1. 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 area of the roof, ten the the attachment method is acceptable. P1: ZNx. P 2 x). P 3: rile x1 B3 B3 40.4 40.4 40,4 NOA Mf NOA Mf NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for P with the values for Fr: If the F values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. • P1: P2: P3: YI: Yt YI: Description I; -W: - W: NEI cos Y g ® = Fr2: rig cos 0: El =Fr3: Where to Obtain Information to complete file Calculations Design Pressure P1 or P2 or P3 Mean Roof Height > Roof Slope + a ; Job Site Aerodynamic Multiplier ?. Whereto Find NOA F' NOAF' MIK NOA F. Table 1 RAS 127. or by an engineer analysis prepared, signed and seated by a professional engineer based on ASCE 7. Job Site Product Approval (NOA) Restoring Moment due to Gravity Attachment Resistance MML' Required Momerd Resnee Minimum Attachment Reaistanae Required Uplift Resistance Average Tile Weight M9 Product Approval (NOA) Mf p Product Approval (NOA) 61111MAf M... W..Yams. Nowees........A.LM'.N'M eve le.MONMarra,.....a.s ∎tem'IW 4 NYWm Mr Calculated Fr Product Approval (NOA) Calculated x .vrm - a »r.rwwewnra-:.ISVIM•+.wrwMildWA ASVMePROWSW ll+avasUJN.v ,. .1 Product Approval (ROA) W The Dlmenstons 6 = hen w - width Product Approval (NOA) w 81/60 33bd INVIW OEV 6LS8ISLS0E 81 :11 600Z/90/80 BUILDING CODE COI4PLIAPICE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA MonierLifetite, LLC 208 Story Road Lake Wanes, FL 33853 MIAMI -DADE COUNTY, FLORIDA METRb.DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1403 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -3908 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 -Dpde 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 then Miami Dade County) reserve the right to have this product or material tested fo 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 AHi 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: Saxony 900 (Shake, Slate & Split Shake) Concrete Root Tile LABELING: Each unit shall bear a permanent label with the manufactures 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 affecdng 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 Jorge L. Acebo. 0i /t+A 6,9 39Vd IWVIW 38d NOA No.: 07 -0228.03 Expiration Date: 04/26/12 Approval Date: 041'26/07 Pagel of7 6LS8tSLS@C 8t:tt 600Z/98/8t ROOFING ASSEMBLY APPROVAL Ceteeart,: Roofing Sub - Category: Flat Profile Roofing Tiles Material: Concrete SCOPE: This new NOA approves a system using MunierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The auachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Anpheard MonierLifetile LLC Saxony 900 Trim Pieces Dimensions 1=17" w 13" 1- 5/32" thick Slate 1 -9/32" thick Shake & Split Shake 1= varies w varies • varying thickness SUBMITTED EVIDENCE: Test Aeenev Retlland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. OT/S0 39Vd Test Product Sneelfications ihmesAti ' ' TAS 112 TAS 112 Test identifier 7161 -03 Appendix 111 94-084 94.060A 25-7183-6 25- 7183 -5 I I,1 I W pay High profile, interlocking, one-piece, S' shaped, high - pressure extruded concrete roof tale equipped with three nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Rem* Static 'Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static lipllft Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik chive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 NOA No.: 07 -0228.03 Expiration Date: 04/+26/12 Approval Dale: 04/26/07 Page 2 of 7 6LS8ISG50E 81:11 600Z/90/80 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celatex Corporation Testing Service Walker Engineering, Inc. Wallcer Engineering, Inc. Walker Engineering, Inc. • Walked Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering Inc. Nutting Engineers 01/90 39Vd Test Identifier 25 -7214-1 25- 7214.5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3194 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations . Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 IWVIel 38 Test Name/Stenart Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) 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 Wind Driven Rain • PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25-7804b-R 25- 7804 -4 & 5 25- 7848 -6 25 -7183 • Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 PAK March, 1995 March, I995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 • Dec. 1998 March 1999 - February 1996 April 1996 December 1996 March 1995 • January 2007 April 1999 February 2007 January 2007 NO* No.: 07- 0228.03 Expiration Dates 04/25/12 Approval Date 04/26/07 Page 3 of 7 6LS8I91.90E 81 :11 600Z/90/80 LIM'TATIO 4S: 1. Fire classification is not pan of this acceptance. 2. For monar or adhesive set tile applications, a static: field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. S. • 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: . 1: MonlerLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations • Table 1: Average Weight (W) and Dimensions (I x w The Profile Weight -W (Ibi) Length -1(ft) Width-w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.6 , • 1.417 1.08 • • Table 2: Aerod amic Multi ere - • "'•, Tile Profile L ( ) Batten Appliicatlon .r x Direct Deck Applicatto MonierIifetile Saxony 900 Slate, Shake & Split Shake 0.289 1 0.313 ! 9 1/L9 39Vd NOA No.: 07- 0228.03 !Expiration Dates 04/26/12 Approval Date: 04/26/07 Page 4 of 7 IWVIW 3Bb 6LS8tSLSOE 8t :tt 600Z/90/80 Table 3: Restoring 3 ":12" Moments 4 ":12" due to Gravity - MAJft-ihfi 5":1 .` 6":12" 7 ":12" or greater Tile Profile 2":12" Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Dedc Battens •I Direct Deck attens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 t 7.74 ` 6.65 7.55 6.46 . 7.34 9 1/L9 39Vd NOA No.: 07- 0228.03 !Expiration Dates 04/26/12 Approval Date: 04/26/07 Page 4 of 7 IWVIW 3Bb 6LS8tSLSOE 8t :tt 600Z/90/80 Table 4: Attachment Resistance Expressed for Nall -On as a Moment - My (ft -tbf) teme Tile Profile Fastener Type • Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake • 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Scar Shar c Nails 14.0 18.8 7.4 1 .58 Screw 30.8 30.8 18.2 2 #8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail - (Field CUM 4.3 • 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Save Clip 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clio 35.5 36.5 34.8 2 -10d Smoot?) ar Screw Shank Nails Eave Ch. 31.9 31.9 • 322 Table 5: Attachment Resistance Expressed as a Moment M, (ft lbf) 'for Two patty Adhesive Set Systems _ Tile Profile Tile Application Minimum Attachment Resistance McnierLifetile Saxony 900 ! Adhesive Slate, Shake 8 Split Shake 31.37 1 See manufactures component approval far installation requirements. - 2 Dow Chemical Tilebond Average weight per patty 13.9 grams. Polyfoam Product. Inc. Average weight per petty 8 prams. Table 5k Attachment Resistance Expressed as a Moment - M, (ft-lbf) for Si le Pa Adhesive Set S tams Tile Profile Tile Application Minimum Attachment Resistance MonierLifetiie Saxony 900 Slate. Shake 8 Split Shake Polyfoam *Pro*" Po • - m Pot Prom' 40.44 ) 1E""377: „ -_, of 45 rams of ., Prom' 4 = -hum =d• ace -. 4, - - of Poi Pro ". Table SB: Attachment Resistance Expressed as a Moment - M,(ft -Ibf) for Mortar Set S hems Tile Profile Tile _ Application Mortar Set' Attachment Resistance 43.9$ MonierLifetile Saxony 900 Slate, Shake & Split $hake 5. Tile -Tice Roof Tile Mortar 01/B0 39Vd NOA No.: 07-0228.03 Expiration Dater 04/26/12 Approval Dated 04/26/07 Page 5 or 7 IWGIW 39V 6GSStSL9OE 8t:tt 600Z/90/80 LABELING: All files shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami -Dade County Product Control Approved". MomitaLirtrn.t LW, SaxoNY 900 Tux (LAKE WALES FL PLANT 2) LOCATED 'UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. " PROFILE DRAWING 0t/60 39tld WATERLOCK MONIERLWET1LE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date 04/26107 Page 6 of 7 IWt1IW 38ti 6LS8ISLSOE B1:tt 6003/90/88 CiD 3057518579 CO dri '-4 0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 TAMKO Building Products, Inc. P.O. Box 1404 220 West 4th Street Joplin, MO 64801 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 (MU). 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: Tamko Underlayments 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 perforgence of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an -- endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 1130.01 and consists of pages 1 through The submitted documentation was reviewed by Jorge L. Acebo. ' ° IAPPROVEDi NOA No.: 08-1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 1 of 5 ROOFING ASSEMBLY APPROVAL • Roofing Sub-Cateaorw Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product TW Metal and Tile Underlayment (Maynifadured in Joplin MO) Moisture Guard Plus (Manrfacuved in Joplin . MO) TW Underlayment (Manufactured In Columbus, KS) Awaflex (Manu aced In Joplin, MO) Awaplan 170'" (Manufactured in Joplin, MO) Awaplan Premium (Manufactured in Joplin MO) • Tamko SA Base' (Mw facturedJn Joplin, MO) Tamko SA Cap (Mrbr(aciured in Joplin MO) '"rPOYF.D Dhnensious 75 mils thickness 39-%" x 30.5'rolls 393/4" x 61' rolls 4" x66' rolls 6 "x66' rolls 9" x66' rolls 60 rails thickness 39-%" x 30.5'rotls 39-W' x 45' rolls 39 -W" x 61' rolls 4" x66' rolls 6 "x66'rolls 9 "x66'rolls 40 mils thickness 39-/" x 61' rolls 4" x66' rolls 6"x66' rolls 9" x66' rolls 125 mils thickness 35.9' x 36" rolls 145 mils thickness 33' 11 "x393/8" rolls 150 mils thickness 33' 11" x 393/8" rolls 60 mils thickness 65' 10"x39318 rolls 140 mils thickness 33' 6' /o "x393!8" rolls Test Snecifeadon TAS 103 ASTM D 1970 ASTM D 1970 ASTM D 1970 TM 104 TAS 104 TAS 104 ASTM D 1970 ASTM D 6164 Product Flexible, self - adhering rubberized asphalt sheet material with a polymer surface for use as an underlaymeut in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Flexible, self - adhering rubberized asphalt sheet material with a granular surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Flexible, self-adhering rubberized asphalt sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full-roof coverage or, when cut into appropriate width strips, for taping sheathing joints. SBS modified cap sheet with a non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules. Applied in hot asphalt A polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt A polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt A fiberglass-reinforced self - adhering SBS modified bitumen membrane with a polymer film on the surface and a removable treated split release film on the adhesive side. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the UV$Z. Do Not Remove Release Film! A dual-coated SBS - modified cap sheet with a nonwoven polyester mat surfaced with ceramic granules and a split removable release film on the adhesive side. NOA No.: Q8- 100&04 Expiration Dater 07/05/12 Approval Dal= 02!25/09 Page 2 of 5 EVIDENCE SUBMITTED: Test Agency, Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies, Inc. APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Skeet: Membrane: Surfacing: Deck Type l: Deck Description: System E(2): Base Sheet: Membrane: Surfacing: Test Identifier Test Naone/Reeeri 4448.12.01 -1 4448.05.02 -I T11090.09.08 TAS TAP - 058-02 -01 TAP -058 -02-02 TAP- 191 -02 -01 TAP - 192 -02 -01 TAP - 193 -02-01 TAP - 207- 02 -01REV TAS TAP 185-02 -01REV TAP-196 -02 -01 TAS 103 TAS 103 117(8)/ TAS 114(C) TAS 103 TAS 103 ASTM D 1970 ASTM D 1970 ASTM D 1970 104 / ASTM D 4798 ASTM D 6164 ASTM D 1970 12/19/2001 05/29/2002 09/18/08 04/30/02 05/23/02 11/16/07 11/13/07 11/16/07 12/10/08 11/06/08 01/09/08 Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of TW Metal and The Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the save, rolling the membrane to obtain maximum contact Remove the release liner as the membrane is applied. Vertical strapping ofthe roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12"'o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Approved Mechanically Fastened Tile or Metal Roofing Agebly or Any Approved Roofing AsMemblies where an ASTM D 1970 underlayment is allowed. Wood, Non - insulated 19/32" or plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type 11 or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of Moisture Guard Plus with a minimum 3.5" side lap and 6" end lap. Place the &it course of membrane parallel to the eave, rolling the membrane to obtain maximum contact Remove the release liner as the membrane is applied. Vertical strapping of the roof with Moisture Guard Plus is amble. Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. NOA No.: 08- 100.84 Expiration Dal= 07 /05/12 Approval Date: 02125/89 Page 3 of 5 Deck Type 1: Deck Description: System E(3): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(4): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(5): Base Sheet: Membranes- Surfacing: APPROVED; Wood, Non - insulated ' %" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type 11 or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of TW Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Wood, Non-insulated 19 /32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of Awaflex, Awaplan 170 or Awaplan Premium applied at a right angle (90°) to the slope of the deck adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbssq. Vertical strapping of the roof with Awaflex, Awaplan 170 or Awaplan Premium underlayments is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an TAS 104 underlayment is allowed. Wood, Non - insulated i9 /32" or greater plywood or wood plank Anchor shpet mechanically fastened to deck, membrane adhered. One or more plies of Tamko SA Base with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film! One or more plies of Tamko SA Cap with a minimum 4" side lap and 6" end lap. Place the fast course of membrane parallel to the cave, rolling the membrane to obtain maximum contact with base sheet. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Tamko SA Cap underlayment is acceptable. When used in Tale roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Approved Mechanically Fastened Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an ASTM D 6164 membrane is allowed. NOA No.: 08-1008.04 Expiration Daft 07/05/12 Approval Date: 02/25/09 Page 4 of S GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This . acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment 5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment; Tamko SA Base & Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaflex, Awaplan 170 and Awaplan Premium shall not be left exposed as a temporary roof for longer than 180 days of applied ion. 7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall be 6:12 - for fiat tile installation and 6:12 profiled tiles with lugs. 8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA CAP shall be 4:12 for flat tile installation and 4:12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 10. Tile storage shall be on a battened roof deck when the uneierlayment slope limit (See #7 & #8 above) is exceeded Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tle directly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance. If Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (ART) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 12. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 13. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridgrapplications, center the membrane and roll from tilt tenter outward in both directions. 14. For the self adhered membranes roll or broom the entire membrane surface so as to have 100% contact with the base sleet, giving special attention to overlap areas. 15. Flash went pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 16. All protrusions or drains shall be initially taped with a 6" piece of approved Tamko Underlayment The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of the same Tamko Underlayment shall be applied over the taped underlayment 17. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state awl an the following statement "Miami -Dade County Product Control Apprgved" or the Miami- -Dade Cdun y Product Control Seal as shown below. ..lY l i .a „ i i APPROVED; END OF THIS ACCEPTANCE NOA No,: 08-100E04 Expiration Date 07/05/12 Approval Date: 0245141 Page 5 of 5 08/05/2009 15:28 954 -344 -3578 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE O F ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 POLYFOAM PROD INC PAGE 02 MIAMI -DADE COUNTY, FLORIDA METRO -DADE PLAOLER BUILDING 140 WEST PI,AGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (309) 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 he valid after the expiration date stated below. The BCCO (in Miami Dade County) and/or the A/ L1 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purpose. 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® AH3 60 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 orif 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 Courtly, 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 f through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 oil 00/05/2009 15:28 954 - 344 -3578 ROOFING NG ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tilt adhesive A+faterlals: Polyurethane POLYFOAM PROD INC PAGE 03 SCOPE: This approves Polypro® ARI60 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 Roafmg Application Standard RAS 127, for use with approved flat, low, and high profile roof dies system using Polypro® AR 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: PrSA Polypro® AH160 ,Dhniipsions Specifi▪ cations N/A TAS 101 Foampro®RTF1000 N/A ProPack® 30 & 100 N/A Pr duct,Descrinti a Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment 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 A11160 roof ale adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content ASTM D 1622 ASTMD 162] ASTM D 1623,. ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Re,sutts 1.6 Ibsfft.) 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFtr 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change @ 158°F.,10D% iltunidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiradon Date: 05/10 /11 Approval Date: 04/13/06 Page 2of1 08/05/2009 15:28 954 -344 -3578 POLYFOAM PROD INC PAGE 04 EVIDENCE SUBMITTED: Test Agency Test identifier Test Name/Re /art Date Center for Applied Engineering #94.060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 1193 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 ASTIvI 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- 062141] 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® AH160 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® A11160 roof tilt 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. F F =I;2' • MS NOA No.: 06. 0201.02 Expiration Date: OS/10 /1l Approval Date: 04/13/06 Page 3 of 7 � 15 :28 9514 344 3578 014739.062141j 01- 6743 -011 eta p ►� JAM 08 /05 /2 /8g POLYFOAISM1§ 8. is 5 • Trinity Engineering 7050.02.964 TAS 1.14 01/16/95 PAGE 85 03/14/96 INSTALLATION: L 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® A11160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance detemtined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® A14160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 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® 60 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minus= after Polypro® AH160 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table is 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 24 N/A N/A Flat, Low_,Iligh Profiles #2 Flat, Low High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 060201.02 Expiration Date: OS/10 /11 Approval Date: 04/13/06 Page 4 of 7 '08/05/2009 15:28 954 - 344 -3578 POLYFOAM PROD INC PAGE 06 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY lPlxe!enarrOad ivotoeetdevel1to13 eprlonu24' foT , ware Mhos U eenrectoath lb parr tllo PPhh epalemlens x}tum room opaldadart Mao 1I II To 1(m From rodetda [Igo ol ewer IH. Then tamp to IBL Ram top peon al Oro cm eore O. *bur to wand mum or Pao orto mf r tNas ow d Ruh attoe Me. gore Mom Mortar Mom) NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ti • 08/05/2009 15:28 954- 344 -3578 POLYFOAM PROD INC PAGE 07 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Wall through plastic comsat NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 08/05/2009 15:28 954- 344 -3578 POLYFOAM PROD INC PAGE 08 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Dote: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. k BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building ' Owner's Name (Fee Simple Titleholder) %.2 f Fs - bk. Phone' # 3 7S 1# qt # I 'Owner's Address l J I ')E 1t Sr° 9TVIEEVT-7 JU JUL 0 6 2009 Master Permit No. ``City M I fV4 f State �-- zip J3 Tenant/Lessee Name Phb # Job Address (where the work is being done) c/ 51 lu e 79 511 t.€ t. City . Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 1 Contractor's Company Name Uprepile Roxrfg SVL tc Contractor's Address 100 t). ). 55'i' . l Phone # 6 3 4 5 4 : 1 3 2 3 ( 3 / 9 y City int am; ; State i".7..- Zip 3 3 ec5'4Y Qualifier Name ai ivt, 4/' State Certificate or Registration No. Cc(' i3,2717 7y Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Phone #t 'JJ29 -9331 Value of Work For this Permit $ d d` e,- Type of Work: ❑Addition ['Alteration Square / Linear Footage Of Work: ❑New IX Repair/Replace ❑ Demolition t 0,0A.- ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** CCF $ k. �9C) Technology Fee $ cc () " 00 ' Permit Fee $ �J Q Notary $ Training/Education Fee $ 1.(00 Scanning $ Ce°11, Radon $ Bond $ Code Enforcement $ Structural Review. $ Total Fee Now Due $ c91 X ' CC See Reverse side -* DPBR $ Zoning $'' Double Fee $ 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. ©.t• 8600 .233 72 4 Owner or Agent Signature The foregoing instrument was acknowledged before me this , The foregoing instrument was acknowledged before me this . t r day of 20 Q by , day of who is personall ' known to me or who has produced As identification and who did take an oath NOTARY PUBLIC: Sign: y11 Is ��,,�►►'( - HERMANL.WIWAMS #i`';„ • My 0OMMISS(ON t 0D 778195 i �u EXPIRES: May 19, 2412 • POW Tim MetaryMkUndenv ate Print: 14 e img fL L.A) lei l (s d a My Commission Expires: 0-5' ..' i 7 Z e who is ersonall , 20 67, by ,y known to me or who has produced as identi NOTARY Sign: Print: e -trtf tak HERMAN g 00776195 My COMMISSION i EXPIRES: May 201n�,H,yten 8a��rnruNomry� an oath. My Commission Expires: 6S-- / f _ �� / ** ** x* ******** ************** **,x ******* * * *** ***** * * * * ** xx,*********************** ** * ******* **** **** * * * * * *** * ** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning MEM NMI wolamt DIM MORRO U UMW Ma la m 111■11a Sias Ne►' wiromo MOM IMO V, aU MIAMI -QA ©E This last �r ent Prepared =y: Name vS�G*Vie. Address _ Permit No.� r� "'") -. 1 113 STATE OF COUNTY OF al iqv, zvrit " ' m �/ 531y-7 NOTICE OF COMMENCEMENT tx.,06 3`f62Gc� Tax Folio No. THE UNDERSI GNEO hereby gives notice that improvement 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. Description of property: (legal description of property, and street address if available) / E 9 • /hi�w��r f14 33/38 2. General description of improvement: &fit; �j l e 4-, 7L ,0 3. Owner information �v , t� �� a. Name and address: 4! YI ,f ✓ + b. Interest in property: �u,yv c`c- y59 /i) % 7 751- (GHt t7 �tr� c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: 3upctrJ'i t�,eo'T'n SVC G� a. Name and address: Ziab MIA)" (SS72" " b. Phone number:0°5 32.3 - Jqy oils"; 7 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender a. Name and address: b. Phone number: Ri 33/�� 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b: Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Llenor's Notice as provided In Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ! SIgnature J1wner or Owner's Autho ed O cer /Dir ctpr Partner /Ma ager r�,e;; xA ®� i , 9c'k2 SIg atory's Title /Office V 'Qn e P V The foregoing Instrument was acknowledged before me this I . day of (.t (year) by (name of person) as ' authority, ...e.g. officer, trustee, attorney in fact) for behalf of whom instrument was executed). SHARON STEVE r''� �s e ' f Not c — State of Florida MY COMMISSION # , +'' a foe or Stamp Commissioned Name of Notary'ublic EXPIRES June 26, 98tailssI Number • (407) 3684153 PtortdawoteryServtce cp rsonapv ! •wn or Produced Identiffcaan Verification Pursuant to Sectlon.92.525 Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that . facts stated inrit are true to the best of my / I - Sgnatu = +Natural Person ign ng Above knowledge and belief. Permit No: 09 -a Job Name: 2..10 , 2009 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 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. Norman Bruhn CBO 305 - 795 -2204 0 to jut_ On2009 BY------------------ High Velocity Hurricane Zone Uniform Roofing Permit Application Form �aS( r J'0rn;l: Flo. 5et:lirni A (Genertal Information) Process No: Contractor's Name: teellwtie Isla J ` VL Joh Address: i/ Low Slope _Asphaltic Shingles BUR•RAS 150 ER IT Mi APPROVED ZONING DEPT Roof Category Mechanically Fastened Tile _Metal Panel/Shingles _,Olfaer: 'Mortar /Adhesive Set Tile =Wood Shingles /Shakes Roof Type — New ?'., Re•Rooftng _Recovering �✓ Repair Maintenance Gas Vent Slacks located on the roof? ,_Yes No If yes, what type ? ::,Natural __LPGX Ldw slope roof area (0.1g; Roof System Information /�,� Sleep Sloped area (fl') �2?'— 1 Total (1t.'1. Section B (Roof Plan). • Sketch Roof Plan: Illustrate alt levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly Identify dimensions of elevated pressure zoned and location of parapets. Perimeter WIdih (at Corner Size (a' s al: M O'7.........r«!lN.Ih�il■ ■' .�..w t�I �!� i��■r!llif...11110►��1fU! il.CnirlIsm■.mo�u �.�.�I 111111110/RJ;1%11111111111-teracav win f /.. ■I:UN iiMII... —..► Vrly�■.�..r■�r.��s■�1 1111111111111 11I: i1MI1111111111r I S' ■..■..■.....�... ... ■..m.i.■�im' l�im■ �� ■............t ...itw.l.m ■_I.■..f.f ■...'Iii/ ∎r%r'IIIIIIM. ■.h:a■.■PdUUi C�a *►�. A.Ifr�.�..I /:y� R�fii• ■.1sr...L.�r wR(7h1..M0 ,��.IL1•.1•tr..'�∎? Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, identify as "NA ") j System Manufacturer: (` o /Y(' 07 NOA No.: Design Wind Pressures, From RAS 128 or Calculatio s• '2 Pmax1: Pmax2: Pmax3:f27 � Max. Design Pressure, Fr the Specific NOA System: ‘52; Deck: Type: tifgalq Gauge/Thicknes Slope: Anchor /Base Sheet & No. of Ply(s) Sist Anchor/Base S ee Fasten Material: ijg i 4 rte. Insulation Base Layer: Base Insulation Siz =f d Thi kness: Base Insulation Fastener = riding Material:.. Fastener Spacing for Anchor/Base Sheet Attachment Field: S " oc @ Lap, # Rows 'g @ 5 ° oc Perimeter •%r" oc @ Lap, # RowsY @ " oc Corner: " oc @ Lap, # Ro, s x_ @ & oc Number of Fasten Per , :-' uiation Board 3er nd Field Peri Illustrate Components oted Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Top Insulation Layer: Top. Insulation Size and Thic nes Top Insulation Fastener/Bondin Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): Qom' %''� Ply Sheet Far e /BonJ -, ing M Top Ply: Top Ply FastBonding a erial: //49� 42P . Surfacing: SI?C "PION HIGH. VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 84402.13,1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. t:_i'Mfd; Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. goat' Renailing wood decks: When replacing roofing, the existing wood roof deck °gray have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs. are those which have no visible delineation 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 to be performed. 4• ,fG E-7* -k Exposed Ceiling: Exposed; open beam‘ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. . • trl g S• Pondin 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. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the b g itself). The existing amount of attic ventilation shall not be reduced. It may b- .enef cial to consider additional venting which can result in extending the service life o Owne Agent's Signature Date MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA CertainTeed Corporation (PA) 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 SCOPE: applicable rules and regulations governing the use of construction • This NOA is being issued under the app accepted by the Building materials. The documentation submitted ��used in Miami County and other areas where allowed Code and Product Review Committee by the Authority Having Jurisdiction (AHJ). (In Miami Dade County) This NOA shall not be valid after the expiration date stated re�e below. �e�ghB� have this product or material the AHJ (in areas other than Miami Dade County) such testing and the AHJ may immediately revoke, modify, or tested for quality assurance purposes. If this `product or material fails to perform in the accepted to revoke the suspend the use will incur product the expense ri to revoke suspend the use of such product or material within thistheir roduc jurisdiction. or mateBrial fal'ls�to meat tf'e req this acceptance, if it is determined by BCCO that p of the applicable building code.. This product is a roved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building DES CRIPTION: CertainTeed Conventional Built-Up-Roof Systems Over 'Wood Decks LABELING: Each unit shall bear a permanent label with Control t manufacturer's name otherwise city, state and following statement: "Miami -Dade County Product herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has REN performance of this product. been no change in the applicable building code negatively affecting the p TERMINATrevision or ION of this NOA will occur after the expiration date or if the shas been aNOA as an change in the materials, use, and/or manufacture of the product or pl ,oses shall automatically terminate endorsement of any product, for sales, advertising ection of this NOA shall purposes for termination and removal of this NOA. Failure to comply with any NOA. Florida, and displayed in advertising literature. If any portion of the NOA is ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, followed by the expiration date may be display displayed, then it shall be done in its entirety. INSP ECTION: 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. dtstrlb This NOA renews NOA No. 03- 0827.05 and consists of pages 1 thrqugh 21. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 M . .DADE COUNTY APPROVED NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 1 of 21 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Deck_ Tvoe: Maximum Design Pressure Roofing Built -Up Roofing Fiberglass Wood -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product . Dimensions All Weather/Empire Base 36" x 72'; Roll Sheet weight: 86 lbs. (2 squares) 36 "X36 ;Roll Weight: 78 lbs. (1 square) Flintglas® Mineral Surfaced Cap Sheet Flintglas® Ply Sheet Type IV or VI Flex -I -Glas or Flex -I -Glas FR Base Sheet GlasBaseTM Base Sheet No. 15 Perforated Felt Yosemite® Mineral Surfaced Cap Sheet 36" x 180'; Roll weight: 40/55 lbs. (5 squares) 36" x 108'; Roll weight: 90 lbs. (3 squares) 36" x 108'; Roll weight:.69 lbs. (3 squares) 36" x 144', Roll weight: 90 lbs. (4 square) 36 "x36 ;Roll weight: 90 lbs. Test Product SueCification Dead ASTM D 2626 Asphalt coated, organic base sheet. UL Type 15 ASTM D 3909 Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. Type IV or VI UL Type G1 ASTM D 5147 SBS Modified, fiberglass reinforced base sheet. ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type G2 ASTM D 226 Organic asphalt saturated felt. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 2 of ?1 APPROVED INSULATIONS: Product Name FlintBoard ISO PYROX ACFoam II ISO 95+ High Density Wood Fiberboard Perlite Insulation Dens Deck ENRGY -.1, ENRGY -2, Plus, UltraGard Gold, PSI -25 FiberGlass Roof Insulation Fesco Board ISORoc Paroc Cap Board Multi-Max, FA APPROVED FASTENERS: Fastener Product Number Name 1. #12 & #14 Dekfast Fastener • 2. Dekfast Hex Plate 3. -Dekfast Lock Plate 4. #12 & #14 Roofgrip Fasteners 5. AccuTrac Hextra Fasteners 6. Metal Plate TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Expanded mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Rockwool insulation Polyisocyanurate foam insulation. TABLE 3 Product Description Insulation fastener Dimensions Manufacturer (With Current NOA) CertainTeed Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. generic generic G -P Gypsum Corp. Johns Manville Johns Manville Johns Manville Johns Manville Partek, Inc. RMax, Inc. Manufacturer (With Current NOA) Construction Fasteners, Inc. Galvalume AZ50 steel plate 2 1/$" x 3'A" Construction Fasteners, Inc. Polypropylene plate 3" x 3 '/4' Construction Fasteners, Inc. Insulation fastener for wood ITW Buildex Corp. and steel. Insulation fastener for wood ITW Buildex Corp. and steel ITW Buildex Corp. Galvalume stress plate. 3" round 3" square NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Tinge 3 of 21 APPROVED FASTENERS: Fastener Number Product Name 7. Gearlok Plastic Plate 8. UltraFast 9. UltraFast ASAP 10. UltraFast Metal Plate TABLE 3 Product Description Polypropylene round plate Insulation fastener for wood and steel. Pre - assembled Insulation fastener and plate Galvalume AZ55 steel plate 11. UltraFast Plastic Plate High Density Polyolefin round plate 12. Olympic Fastener #12 & Insulation fastener ' #14 13. Olympic Standard 14. ' Insul -Fixx Fastener 15. Insul -Fixx S Plate 16. Tru -Fast Fasteners 17. Tru -Fast MP -3 18. Tru -Fast Plates 19. Tru -Fast Plates Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate EVIDENCE SIJBNIITTED: Test Agency/Identifier Name Factory Mutual Research Corp. Fastening Requirements FMRC 4470 Exterior Research & Design, Inc. TAS 114 TAS 117 Dimensions 3.2" 3" square & 3" round 3" round 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) ITW Buildex Corp. Johns Manville Johns Manville Johns Manville Johns Manville Olympic Mfg. Group, Inc. Olympic Mfg. Group, Inc. SFS Stadler, Inc. SFS Stadler, Inc. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Report Date FMRC 1996 01/01/96 J.I. #3Y8A1.AM 03/23/96 3513.08.02 08/15/02 3515.07.03 07/22/03 NOA No.: 08- 0227.07 Expiration Date: 06/19/13 , Approval Date: 05/15/08 Page4of 21 Deck Type 1: Wood, Non - Insulated Deck Description: 1962" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Irir aFly. Base Sheet: astening: Ply Sheet: ' Surfacing: `' GlasBase base sheet • ` Flintglas Premium Ply Sheet mechanically attached as detailed below. Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Two or more plies of Flint las Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asp alt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoform compound; surfaced with 1 gal./sq. Sta Kool non - fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: -52.5 psf. (See General Limitation #7) NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 19 of 21 • WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 side lap 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 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered 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 to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 21 of 21 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued Coated steel or aluminum panels identified as "SRS 3 -1.0 ", "SRS 3- 1.17 ", "SRS 3- 1.33 ", "SRS 3- 1.50 ", "SRS 3- 1.67 ", "SDP 175 -12 ", "SDP 175-16", "SDP 175 -18 ", "SRS 2 -1.0 ", "SRS 2- 1.17 ", "SRS 2- 1.33 ", "SRS 2- 1.50 ", "HR ", "HR5 ", "ADP 100 ", "ADP 100B ", "ADP 100C ", "IBR ", 'TBRS ", "LR4-36 ", "TR4-36", "SR- 3 -36 ", "RLS 316", "SDP 200 -18 ", "SDP 200 -16 ", "SDP 200 -12 ", "SDP 300 ", "SRS 2.5 -1.0 ", "SRS 2.5-1.33", "SRS 2.5-1.5", "Style-rib", "R" and "PBR". OTHER SYSTEMS Class A 1. Deck: C -15/32 Incline: No Limitations Barrier Board (required on C -15132 decks, optional on NC decks): 1/4 in. min G -P Gypsum Dens Deck®. Ply Sheet (Optional): Any UL Classified Type GI, G2 or G3 base /ply -sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory. Surfacing: Steel or aluminum roofing panels, mechanically fastened. 2. Deck: NC Incline: No Limitations Insulation: None required, however any UL Classified insulation may be used over open purlin spans. Any combination and any total thickness of insulation may be used. Surfacing: Steel or aluminum roofing panels, mechanically attached to steel puffins. 3. • Deck: C -15/32 Incline: Unlimited Surfacing: Steel or aluminum roofing panels, mechanically. fastened. CENTRIA • R6863 1005 BEAVER GRADE RD, MOON TO SNSHIP A 15108 Class A Building units used in gthis system are comgposed of foam core covered on VERSA PANEL VPI.75, VP2.25, VP250,tVP400 or INTEGRITY R400, R250, R225 or 175. 1. Deck: - Incline: No limitation Installation: Mechanically fastened to metal rafters. Class B Building units used in this system are composed of foam core covered on both sides with a 26 gauge minimum coated galvanized steel skin, designated VERSAPANEL VP1.25 VP1.75, VP2.25, VP2.50, VP4.00 or INTEGRITY R41 t; R250, R225, 175 or 125 . • 1. Deck: - Incline: No limitation • Installation: Mechanically fastened to metal rafters. 'CERTAINTEED CORP R11656 750 E SWEDESVORD RD PO BOX 860, VALLEY FORGE PA 19482 15 asphalt Mineral Wool Felt, is a suitable alternate for per fo____ ype organic felt in the Class A, B or C roof constructions indicated below. . Type G1 Flintglas Ply Sheet or Flintglas Premium Ply Sheet are suitable alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a suitable alternate for Type 15 and Type 30 base sheets; Type G3 Flintglas Mineral Surface Cap Sheet is a suitable alternate for Type 30 Cap Sheets. Flex- I -Glas, Premium Flex- I-Glas or Flex- I-Glas FR Base Sheet is a suitable alternate for the 'G2 glass base and the Type 15 All- Weather /Empire base sheet. Unless otherwise indicated, base sheets are mechanically fastened or spot mopped in place; ply and cap sheets are hot mopped in place. Black Diamond base sheet is limited to noncombustible decks and combus- tible decks requiring insulation. Two plies Type Cl may be utilized in place of one ply Type G2. EPS insulation followed by 1/ 2 in. cover board may be utilized in any of the The "YOSEMITE" may be used in any of the following noncombustible deck systems. roof systems and, where indicated, in combustible roof deck systems. "Torch APP" may be utilized in any of the following systems that contain "Flintlastic Ultra Poly SMS" may he used in lieu of "Poly SMS Base" in all Flintlastic STA ". application Classifications. References to Type G2 base sheets includes "Channel -Vent GB ". "FlintBoard ]so', " FlintBoard Iso Cold ", " FlintBoard lso -T" or " FlintBoard lso Plus ", may be used wherever polyisocvanurate insulation is specified. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A Deck: NC Incline: 3 1. Base Sheet: Type G2 Glasbase. Ply Sheet: Type G1 Flintglas or Type G2 Glasbase. Surfacing: Gravel or slag. Incline: 1/2 2. Deck: C- l5/16* *All joints blocked. G 1 Base Sheet: Two layers Type G2 " Glasbase" base sheet or Type ' " Flintglas Ply Sheet ". ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued Surfacing: Type G3 " Flintglas Mineral Surfaced". 3. Deck: NC Base Sheet Two layers Type 15 All Weather /Empire. Surfacing: Gravel or slag. Incline: 3 4. Deck: NC Insulation: Polyisocyanurate, mechanically fastened or hot mopped, any thickness. Base Sheet: Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped. Surfacing: Gravel. Incline: 3 5. Deck: C 15/32 Insulation: Polyisocyanurate 1 in. min., mechanically fastened or hot mopped. Base Sheet Three plies Type 15 asphalt saturated organic felt (perfo- rated) hot mopped with hot roofing asphalt. Surfacing: Gravel. Incline: 3 6. Deck: C -15/32 Vapor Retarder (Optional):. Type G2 "Glasbase" or UL Classified vapor Insulation (Optional): atee e layers f retarder. the followiig: Polyi socynurat P rlite, glass f ber or combination wood fiber, any • thickness. Base Sheet Type G2 " Glasbase" base sheet: Ply Sheets: Two to three layers of Type Gl " Flintglas 'ply sheet or•Type. G -2 "Glasbase" base sheet. Surfacing: Gravel or slai, . Incline: 3 • 7. Deck: C -15/32 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. • the followwing: P lyisocyanuratee perlite, glasse fiber or wood fiberr,f any or combination thickness. Membrane: Three or four layers of Type Cl " Flintglas" ply sheet. Surfacing: Gravel or slag. Incline: 1 eck: C -15/32 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet One layer Type G2 "Glasbase" base sheet. Ply Sheets: Two layers Type Cl "Flintglas "*ply sheet. Cap Sheet One layer Type G3 " Flintglas" cap s sheet. 9. Deck: NC Insulation (Optional): One or more layers or combination of the . following: Johns Manville "ENRGY 2 ", polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Base Sheet Two layers Type G2 "Glasbase" base sheet or Type Gl " Flintglas Ply Sheet ". Surfacing: Type G3 " Flintglas Mineral Se". d 2 10. Deck: C- 15/16* *All joints blocked. y P Y'cY • Insulation e (Optional): perlite, 3more layers glass fiber, 15/16 in. min. n wood fiber, 1 in. min, p Base Sheet Two layers Type G2 "Glasbase" base sheet or Type Cl " Flintglas Ply Sheet ".. Surfacing: Type G3 " Flintglas Mineral Surfaced ". 11. Deck: C-15/32 ( Incline: 3 Insulation n (Optional): Any thickness, one or more layers or combina- tions (optional of "Hy -Therm Al", "Hy -Therm TAPERED", "Hy -Therm COMPOSITE ", "Celo- Therm" "1-TY-Tec (Energy- LOk) ", "TRl- Star ", wood fiber or glass fiber, mechanically fastened or hot mopped. Base Sheet: Type 15 asphalt organic felt, or "G)assbase Base Sheet ", nailed or hot mopped. Ply Sheets: Min three plies Type 15 perforated asphalt organic felt, "Flintglas Type VI Premium Ply Sheet ", " Flintglas 'Type IV Ply Sheet ", hot mopped. Surfacing: Gravel or slag. Incline: 2 12. Deck: NC Insulation (OptionalS: Any thickness, one or more layers or combina- tions (optional) of "Hy -Therm Al", "Hy-Therm TAPERED", sod) -The m COMPOSITE" "Celo-Therm", "1-1N-Tec (Energy- LOK) ", or glass fiber, mechanically Type Gel "Glrsshase Base Sheet". Tyne Cl " Flintglas Tvoe Base Sheet: Type G2 " -� � �'- VI Premium Ply Sheet" or " Flintglas Type 1V I'ly Sheet ". 105 t now FAR THE UL MARK ON PRODUCT MIAM MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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). his 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: Polystick MTS, FR-Xe, TU, TU Plus and TU Polyester LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. .. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or' change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.07- 1025.10 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 08- 0929.03 Expiration Date: 09/13/11 Approval Date: 01/08/09 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3 3/8" waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefinic film on the upper Manufacturing surface for use as an underlayment for metal Location #2 roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS I03 and A fine granular/sand top surface self - underlayment 65'8" x 3'3-3/8" ASTM D 1970 adhering, APP polymer modified, fiberglass 80 mils thick reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Manufacturing Designed as an ice & rain shield and as a flat Location #1 & #2 roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32' 10" x 3'3-3/8" ASTM D 1970 polymer modified, fiberglass or polyester 100 mils thick reinforced, bituminous sheet material for use Manufacturing as an underlayment in sloped roof assemblies. Location #1 Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A non- wicking fabric surfaced, self - adhering, underlayment 65'8" x 3'33/8" ASTM D 1970 APP polymer modified, fiberglass reinforced • (Facer of Membrane 80 mils thick with a high strength polyester fabric, Labeled in Orange bituminous sheet material for use an an or Black Ink) underlayment in sloped roof assemblies. • Manufacturing Designed as a metal roofing and roof tile Location #1 & #2 underlayment. Polystick TU Roll: Polyester 32'10" x 3'3 -3/8" Manufacturing 130 mils thick Location #3 TAS 103 MANUFACTURING PLANTS: 1. 555 Oakridge Road, Ha7Plton, PA 2. 621 Sniveley Avenue, Winter Haven, FL 3. 150 Lyon Drive, Fernley, NV MIAM4DADE COUNTY APPROVED A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. NOA No.: 08- 0929.03 Expiration Date: 09/13/11 Approval Date: 01/08/09 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 PRI01111 PUSA- 005 -02 -01 PUSA - 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055 -02 -02 PUSA- 083 -02 -01 JX20H7A Test Name/Report Date TAS 103 04/27/01 ASTM D 1970 08/14/01 TAS 103 08/29/05 TAS 103 08/29/07 TAS 103 12/04/08 ASTM D 4977 04/08/02 ASTM D 4977 01/31/02 ASTM D 2523 07/14/03 TAS 103 09/29/06 ASTM D 1970 01/12/06 TAS 103 -95 12/10/07 TAS 103 -95 06/30/08 ASTM D 4798 /ASTM G 155 04/01/08 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. • 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -' /2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. MIAMI•DADE COUNTY APPROVED NOA No.: 08- 0929.03 Expiration Date: 09/13111 Approval Date: 01/08/09 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, , and TU Polyester may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre- existing roof membrane as a recover system. 6. All Polystick MTS, 1R-Xe, TU, TU Polyester and TU Plus (manufactured in Winter Haven, FL Plant) shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus(manufactured in Hazelton, PA Plant) shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. S. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick 1R-Xe is limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Flat Tile Profiled Tile Prohibited without battens. The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in direct -to -deck applications. Battens are required for both loading and installation of tiles at all times. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Prohibited without battens 5:12 Prohibited Polystick TU, TU Plus TU Polyester No limitation No limitation 6 Roofing Tiles (6 Max. Per Stack) 72 NOA No.: 08- 0929.03 Expiration Date: 09/13/11 Approval Date: 01/08/09 Page 4 of 6 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus and TU Polyester may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus and TU Polyester as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus and TU Polyester is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies Of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICIC MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area pars clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. NOA No.: 08-0929.03 Expiration Date: 09/13/11 Approval Date: 01/08/09 - Page 5 of 6 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA' s, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL•can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. • 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and-registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 08- 0929.03 Expiration Date: 09/13/11 Approval Date: 01/08/09 Page 6 of 6 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. • I I - - . • . - . : • • Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the Product Approval Specific System): Roo, : 12 Stapp Slnpedl Rnnf System Description Deck Type: Type Underlayment: Insulation: Ridge Ventilation? A 93- I s: Fire Barrier: Mean Roof Height: 3o, V Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: 7->" %e Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING