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RF-09-804Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 121787 Permit Number: RF -5 -09 -804 Scheduled Inspection Date: August 12, 2009 Inspector: Bruhn, Norman Owner: ELLIOTT, DOLLY Job Address: 1180 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ROOFS BY CHERRY Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132050190140 Phone: 305 - 653 -8542 Building Department Comments RE ROOF TEAR OFF TILE AND FLAT ROOFS GO BACK TO TILE AND BUILT UP Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments UP LIFT REPORT IN FILE cY A....31. ,+ 4 4 9flflfl For Inspections please call: (305)762 -4949 13.1.1. 4a.44 4Q kfinoarrokff 430 Type Underlayment: Insulation: Fire Barrier: Fastener Type & Spacing: Adhesive Type: 40,044e /4 10: 4 ,x ,. v ROOF ASSEMBLIES AND ROOFTOP STRUCTURES l� t3a aM t Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Sertinn n (Steep Slnped Roof System) Roof S ste Manufactur r• " .r Notice of Acceptance Number: Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 0/ / 6 P2: .74 Z907Y P3: 02J• 70 Maximum Design Pressure (From the Product Approval Specific System): 3 g• 7 Root Slope: 12 Steep Slnped Roof System nesr_riptinn Deck Type: /x d 7;46 Ridge ti Lion? a Type Cap Sheet Mean Roof Height: 110746 Pats XJu /ws Roof Covering: ii/fi ,S 4aq4/7; 4 Type & Size Drip Edge: 1 3x32 ' FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Unhonn Permit Application Form. Sth11 IBSalirlat Inn *T For Moment based tie systems, choose either Method 1 or 2. Compare the values for Mr with the values from MF Uthe *values are greater than or equal to the Mr values, for each area of the roof, then the tile attsehment method is acceptable. �j Method 1 "Moment Based JTile Calculations rPer RAS 127" (Pi: / r x b�..�. i'� I2j? ) . Mg :V' J5 Mrt 6�/ T Product Approval Mr 3 <rr 7 (P2 9yr Y' / x o,, 2 I7 4Y7y M o a macadA'N Product Approval 143 Q r I (P2 %) 0t1)a27Y MgiJ .m,,A7c7Y nodactApinummtJ 7 Method 2 "SimpBPkd Tile Calculations Per 'table Below" Moment of Resistance (Mr) Ftom'ihbte Below Product Av: M i t + 11 it : :I RW INEENEnumnimumimmulirmumptim 2' 25' SO' 0' *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Beard of Rules and Appeals. 1Por Uplift based tile systems use Method 3. Compared the values for F with the values forPr. If the 17' vahtes ate pester than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pi' x L , x w: _ __ . W: x cos B a Fri Product Approval F' (P2: x L a x w:= ) . W: x cos o = 11,2 Product Approval 1'' (P : x xw'= ) -W x cosB =F Product !.: -- vat 1 !1! ' 1 LaDO_ L =11 •,,. iLl =1 Mean Roof Height Roof Slone • 11 obShe 8 ob She Restoring Moment due to Gravity Mg Product Approval t Approval Product Aoaroval Minimum Anachmenl Resistance lr Admired Uplift Resistance Avemae Tile Weight Tile Dimensions Pr w L= length W = width Approval Product Approval All calculations must be submitted to the building official at the titre of permit application. FLORIDA BUILDING CODE — BUILDING 03/06/2008 11:23 3052558958 alp BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CON1ROLDIYB7ON NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6801 NW 77th Avenue Miami, FL 33166 PAGE 01/06 M[AMI DADE COuIv-ry. FLORIDA • MEERO -DADS FLAMER BUILDING 140 WEST FLAGLER STREET, arm 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 SCOPE: This NOA is being issued under the applicable stiles and regulations goveraing•tbe 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 (AHD. This NOA shall not be valid after the expiration date stated below. The Maori Dade County Product Control Division (In Miami Dade County) and/or the AM (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 moaner, the manufacturer will incur the expense of such testing and the ABJ 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 herelrt. and has been designed to comply with the Florida Building Code including the fEgh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. city, state and following statement: `Miami Dade County Product Control Approved ". unless otierwise noted !herein. RENEWAL of this NOA shall be considered after a renewal application has been Sled 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. Failute 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. tf any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA 606 - 0706.09 and consists of pages 1 through 1. The submitted documentation was reviewed by Alex Tigera. NO6. Nos 07- 0919.05 Expiration Date: 12/16/12 Approval Dann 120/20/07 Page l of 7 0310612008 11:23 3052558958 PAGE 02106 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay 1. SCOPE This renews roofing system using Altman One Piece S' Clay Roof Tiles, u manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and dcscn' bed in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with R.AS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Miaaueac1 red br Assailant, Dimensions Altusa One Piece `S' L = 18 >I." Tile W = 10.5" 3A" thick nominal 3.25" high Length: varies Width: varies varying thickness L =6" D=0.125" Ltch =2" W =V? 0.05" thick Trim Pieces Clip Clip Test oedt icattons TAS 112 Product lChscriotion High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of 2-W' TAS 112 Accessory (rim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TAS 114 Tile clip TAS 114 L Shaped tile clip 2.1 SUBMITTED EVIDENCE: rest Aoence Test Identifier IBA Consultants, Inc. 2397 -116 The Center for Applied 94-083 Engineering, Inc. The Center for Applied 94-084 Engineering* Inc. The Center for Applied 25-72A0-1 Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Project No. 307025 Test #MDC -78 141TS 520649 Test Name/Reaart Date ASTM C 1167 06/28107 Static Uplift Tcsting April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Morro Set) Static Uplift Testing Feb. 1995 TAS 102 (Quick -Drive Screws, Battens) Wind Dtivcan Rain ' Oct 1994 TAS 100 TAS 102(A) May 2000 NOA No.: 07- 0919.05 Expiration Date: 12402 Approval Data 12126/07 Page 2 of 7 03/06/2008 11:23 3052558958 • estA PRI Asphalt Technology, Inc. Redtaud Technologies Redland Technologies Redland Teclmologles Redland Technologies Redland Techmologies Walker Engineering, Inc. Walker Engineering, Inc. • Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Idenitfier CLF -003 -02-01 7161 -03; Appendix III 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Nante/Renort TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail-On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth abut( nails Aerodynamic Multiplier 25 -7183 25 -7094 25-7496 25-7584 25-7804b4 25-7804-4 & 5 25- 78488 -6 PAGE 03/06 Date October 2001 Dec. 1991 Dee. 1991 Aug. 1994 July 1994 Sept. 1993 • March ,1999 March 1995 Februaxy 1996 April 1996 December 1996 3. LIMITATIONS 3.7 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a 111iarni- -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed papendicutlar to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 16 This acceptance is for wood dock applications. Minimum deck requirements shall be in compliance with applicable Wilding code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 'Altnsa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Appllcadon Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA Na.: 07- 0919.05 Eiplratlon Date; 12/16/12 Approval Date: 12/10/07 Page 3oo7 03106/2008 11:34 3052559958 Table 1: Average Weight (W) and Dimenslans (1x w ) The Profile Weigh# W'(Ibf) Length-1(ft) Width-w (ft) Altusa'S' Tile PAGE 01/01 6.9 1.52 0.875 Tile Profile Musa 'S_�iii Tile Profile Musa 'S' Tile Table 2; Aerodynamic Multipliers • (ft') X (ft') Batten Appvattion 0.253 Direct Deck Application 0274 Table 3: Restoring Moments due to Gravity - Md (ft -Ibf 4 " :12" 5 ":12° 6 ":12° 3": 12" or less Battens " Direct Deck 4.47 5.35 Battens 4.40 Direct Deck 5.27 Battens 4.31 7": 12 or greater Direct Battens Direct Battens Direct Deck Deck beck 6.18 4.20 5 4 08 4.89 Table 4: Attachment Resistance Expressed its a Moment - Mt for Nall -On ms Tile Fastener Type a Direct Deck Direct Deck Profile (Min 15132" (Min,19132" plywood) plywood) Altusa `5 T11e 2 -10d Ring Shank Nails 1 -10d Smooth or Screw (rt'Ibt) Battens 28.6 41.2 Shank Nail 2.10d Smooth or Sorer Shank Nails 1 .08 Screw 2.08 Screws 1 -10d Smooch or Screw Shank Nag field Clip) 1 -10d Smooth or Screw Shank Nail (Save Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 5.1 8.8 19.4 2.8 6.9 9.2 7.3 28.7 582 23,1 29.3 28.7 582 23.1 29.3 N/A 26.8 19.0 24.0 27.6 38.1 27.6 38.6 38.1 41.8 1 Screw with Altuse Cll (See clip details Musa "S" 1 Screw with clip (at the 187.1 Tile' head of tie) Aftuaa "S" 1 Screw with clip (at the 35.2 Tile' water course of tile) 1. screw must be installed ire maids nail hole located nearest to the hump of the.tllc. 187.1 NIA 35.2 NIA NOA No.: 07- 0919.05 Expiration Dates 12/16112 Approval Date: 12126/07 Page 4 of 7 03/06/2008 11:23 3052550958 Table 6: Attachment Resistance Expressed sed as a Moment Mf ift -4130 for Two Patty Adhesive Set Systems Tile Application Tile Profile Musa 151 Tile Adhesive 2 Se me enuta res co m onerrt a royal for staliatlon requirements. Retie Products Company 'Rao Average weight per patty 10,7 grams. Polyfnam Product, Inc. Average weight per patty 8 grams. PAGE 04/06 Minimum Attachmen Resistants 29.3 Table T: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Single Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance 66.5' Table & Attachment Resistance Expressed as a Moment - M,(ft ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance 24.50 J Musa S' Tile Mortar Set' 5. LABELING All tiles shall bear the imprint or identifiable Ong of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved ". * ALMA MADE IN VBIEZUELA IDENTIFICATION MARK FOR AL.Tt7SA 4S' CLAY ROOF TILE LOCATED UNDERINEATS �E 6. BUILDING PERMIT REQUIRE!YLEENTS 6.1 Application for building permit shall be accompanied by copies of the following: 61.1 This Notice of Acceptance. 61L2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 1(0A No.: 074919.05 Expiration Date: 12116/12 Approval Date:, 12/20107 Page 5 of 7 03/06/2008 11:23 3052558958. PROFILE DRAWINGS ALZUSA `S' CLAY ROOF Th1E "SPANISH S- TILE BY AL (TM CILEP DEMM E 22712" OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE MOLE HEA1 ESTTO THE MEW OF THEME CLIP WITH ONE (1) SCREW ATTACHED TO DECK CUP NO No.: 07- 0919.05 Ezpnration Date: 1746112 Approval Date: 12120/07 Page 6 of 7 PAGE 05/06 0310612008 11:23 3052558958 BCREw (HOLD �. ftaaft CLIP DETAILS (CO? T) END OF THIS ACCEPTANCE NOA No.: 07.0919.0S Expiration Date: 12/16/12 Approval Date: 12/20/(0 Page 7 of 7 PAGE 06/06 RE: Permit # 09'. 10 746 C/11/, (Print name and circle License Type) FS 468 Building Inspector *tae 7)e,h 0050 NE 2nd Ave- Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305,756-8972 www.miamishoresvillage.com DATE: INSPECTION AFFIDAVIT , licensed as a (n) Contractor / Engineer / Architect, License #: ecc a2P/i)?-1- On or about , I did personally inspect the roof deck nailing and/or (Date & time) secondary water. barrier work at /110 /i)k /c,,2 sr (Complete Job Site Address) Based upon that examination 1 have detetmined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above • property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida.-at La RICHARD KOCH Notary Public, State of Rofida mm. Expires MaY"" No. . 0500 *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection -• • Reileh En; ineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305 -823 -3300 August 3, 2009 Roofs by Cherry 3901 Southwest 40 Avenue Hollywood, Florida 33023 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 1180 Northeast 102 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: July 29, 2009 Roofing Contractor: Roofs by Cherry Project Number: 09 -0906 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Concrete /Clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the roof file at the above referenced project meets the test requirement outlined in the above- mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mo amad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 1180 Northeast 102 Street Miami. Florida Reileh Engineering Corporation -- Project Number - 09 -0906 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 1180 Northeast 102 Street Miami, Florida Project Number: 09 -0906 Test Number Test Load (lbf) Test Status 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 35 Pass 13 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 -0906 — Page 3 of'6 Test Number Test Load Obi) Test Status 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass ,II 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 1 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 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass Reileh Engineering Corporation -- Project Number - 09 -0906 — Page 4 of 6 Test Number Test Load (lbf) Test Status 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 -0906 — Page 5 of 6 Test Number Test Load (Lb!) Test Status 80 35 Pass 81 35 Pass 82 35 Pass Reileh Engineering Corporation -- Project Number - 09 -0906 — Page 6 of 6 • 1* 44 14 58 59 57 56 3 51 33 12 12 11 82 78 16 5' 55 79 77 & 593 4�i 75 54 80 41 40 10 9 42 7 60' 15 16 96 17 18 9 61 60 62 45 65 64 26 65 47 19 66 67 68 49 69 70 71 21 20 51 5 22 25 50 14 6 5 9 4 31 13 -0900 52' 09 APTOX. ROOF S5-1 LOCATIONS AMP PlMeNSIONS %°■.\oek tIcto‘f Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 ECENED tiA 1 2009 MO ND r i Permit No. 110 9.780 Master Permit No. Permit Type (circle): Building Roofmg t)0 LL e L L,1 B i ( Owner's Name (Fee Simple Titleholder) VA LJ- I E L ( Phone # J 0 151 (' / Owner's Address / /I© iltd A2,2 5r City / 1411r 5,9,,gi, State Zip jJ /3? Tenant/Lessee Name Phone # :e' Job Address (where the work is being done) L SO N jO S 3 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # jt_ �i)%o5 ote o ( o Is Building Historically Designated YES NO Contractor's Company Name ate/ er7 e1l7 e /zej Contractor's Address 3/0( G7 LJ 9)) /) City #Q`i y619fe�i state c/ Zip J' a3 7)7 / Qualifier Name --�igic �F /be Phone # Y 7) � 72 State Certificate or Registration No. ea /J2 C2S Certificate of Competency No. Zip 3,3(3. Phone # f 7 pd'/6/7? Architect/Engineer's Name (if applicable Phone # /7✓�0® Value of Work For this Permit $ - Square / Linear Footage Of Work: 5 Type of Work: Addition Alteration ❑New 4Repair/Replace ❑ Demolition Describe Work: gI&8f 72;i4/2 /f- y�� r ,%#T ,te r, ref e_! a al*** �x�x: x/********: x�x� :�x:��::a:�x** **** * *�x*** **** Fees*** * * * * ** *** ** :** * *�x�x�x** ** * *�x�x�x� * ** * *� **** hutttal $ JU P 't F $ l CCF $ /2,.i%0 Notary $_ Training/Education Fee $ ft°*. Technology Fee $ 1 ,17 19 Scanning $ • to Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ ` Structural Review. $ Total Fee Now Due $ ` `�' - See Reverse side —4 D� ao. Fee Permit Fee Sub 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 V21-11°Q-k-) PC) e-"U-A-LILA Owner or Agent The foregoing instrument was acknowledged before me this // day of , 200/ , by !oA //, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign Pn � My Commission Expires: H- Notary Public, ��f ROMA My Comm a © Mil Signature Az Contractor The foregoing instrument was acknowledged before me this /Z day of /f1117 ,2007, by _Le / 69 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: S t: My Commission Expires: RICHARD KOCH Notary Stara er€ FicTIta • My Comm Exp17. C,2011 ******* ************ ***** **** * ************ * * * * * ** *****: x**** ***ax******** ** **+ x* *** * ** *** * ** *** * * *** * * ** * *** * ** APPLICATION APPROVED BY: (Revised 07/10/07) .erj:"-fr--61 Plans Examiner Engineer Zoning uoac -48ok CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) �/ PROPERTY OWNER: f "4 /I , ol Ooll/ ‘111077- PERMIT # jek4.2) 7-soy ADDRESS: ll 8 c Jul /0.2_ 5r FOLIO NUMBER:`1'c32i15 O/9 - DIVOFLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (atteh appraisal): OWNERSSIGNATURE:/'� t/ DATE: .5'1/09 PLAN REVIEWER: PLAN REVIEWER SIGNATURE: DATE: 11 -12 -08 OOFS BY CHERRY, INC. Re- Roofing Roof Repairs 3901 S.W. 40th Avenue Pembroke Park, FL 33023 Ft Lauderdale: (954) 434001 Hollywood: (954) 981 -617 Dade: (305) 653-854 Fax: (954) 963 -435 We are pleased to submit the folio te' g Estimatend Contract STREET C. JOB NAME 5\-icce3 STREET At P 'iv=w• -305=7F) cl CITY Y El N YZ N NO This bid will automatically withdrawn if not accepted within 30 days. Remove all A\\Q CA kc' Roofing to a smooth workable surface. Nail and tin cap one layer O 90(../ t Remove all debris from premises. Replace all bad sheathing and facia boards up to ft. (Any wood over this amount to be charged on a time and material bas* Install newjad stack flashings where necessary. Slope Roofs Pitch o� Shingle Install fiberglass shingles, color to be selected by owner. Type of shingle Color of shingle ,ale �. * Q. MCP \ -� Mop on one layer of 90 Ib. slate. Install Ci in a rich bed of mortar. In accordance with S.F.B.C. Gray Y N Color Y N Type of galvanized metal to be installedc FLAT DECKS: BUILT -UP ROOFS DMop a standard 4 ply built -up roof in accordance with the Florida Building Code. Flood coat with hot asphalt and embed pea rock. El Mop a Oply smooth surface built -up roof in accordance with the Florida Building Code. Install a fiberglass capsheet with hot asphalt. Special Instructions: 0 year guarantee against Teaks caused by defects in material or labor. Customer is responsible for raising and or replacing A.C. units and solar units on roof. Note: Owner is responsible to protect interior and exterior furnishings from any dust and debris during roofing process. o ftYMENT SCHEDULE Amount Down Payment Tile Stack 00 Dry In '7 i Shingles Stack Mop in vl) 0 Balance Upon Completion 47 _ $ 0 06 - TOTAL: n Rm "' ` 1111► Lf bawsn mEmii x6:.1Z1ikorsi $ 4 .r 0 to 5 oc No carpentry work, woodwork, or painting Is ... in this contract unless mentioned In specifications. Roofs by Cisn„ Inc. 'WO not be responsible for damages whether before commencement of or, during Inc said work, or after said work, caused by strikes, war, Wald God, sudden rains, storms, material shortage, or any mrent beyond our conk& work to be done or guaranteed stafi'b. et forth In specifications. No promises, verbal or otherwise, will be valid. In the event payment knot made as stated in *pacification. all fees Intoned k cog.etltln,aueh as animus fees, scent cost, collections agencies. are to be paid by singer or owner. Any Interruption In the wort agreed upon In this contract which k not fault of Rook by Chen% Inc. or beyond the contract a acme will be baled aeoon lineto time and material Jost Work done, or attempted to be done, on this roof by others that Roofs by Chen Inc., Ir their agents, relieves Inc or from any further obligation t»remider.Should any leak occur, wiWn the Period of our guarantee, due to defective materials Orworkrrarshlp supplied and fu nWad by us, we hereby agree to repair sans without chary', upon receipt of proper n btice In writing, by:eN9ed mall, providkg that the Job complained of has been promptly paid - ter tug. This guarantee shall 'With tabor end materials only and doe not cover dadige to personal property which oat usas a result of leakage after said roof Is Installed. We do not guarantee against leakage dos to: footwear, Improperbdfikg or mot deck construction, tire, hail, tempest or hurricanes rut to pu drum made by fastening or wire f4bres, nor the ereetlon of any hatchway, Penthase, fkdppoie, Ilia or other structure, support or braes, Subsetosntto completion of our work on your property. We cannot ha responsible foraikWmlka.iawma, avnitga and fences for access to eta building. We be reaponsibk for cdgng damage during the process of roofing, condition of solas,gdMe,and mobw matching with Bus colored Ma. This extract severe only that work which is specifically designated herein and does not cover any additional kepals which are found necessary alter commencement of work. TMs guarantee Is nottrandembk unless motioned In above spedgcatlons. Not responsible for screen enclosures. Hone owners are responsible for removal and Installing of an gutters. BUYERS RIGHT TO CANCEL: You may cancel this agreement by nulling a notice to Roots by Cherry, Inc. This notee mast be postmarked before midnight on the ON buses day Roofs by Clyw,j4ac., may all or part of any caakdPh4h payment: Lott exceed th.Iasor of 25 einW thre) percent the total contract Date Of Acceptance Hzed Sianature Make All Checks Payable To Roofs By Cherry Inc. gn$dss agreement. If you cancel this agreement • Owner tratuL�I Owner Signature 1 Imo., C E U V E D MAY 1 )009 Pre** F 091,— 11111111111111101111111111111111111111111111 CFN 2OO9RO34.5,71£; OR 8k 26862 Pe 4361; (1P8) Q R CORDED 05 /12/2009 12:38102 FRIDO /I 't30ZQr.0 /7 `D VEY RUVIN, CLERK OF. COURT 1 AtII -DADE COUNTY? FLORIDA LAST PAGE NOTICE OF cormaticamffir �maderal=S1 �_W'MS��MM�.M�i 'os ie>tib►Nelleesittom .mbo aiI t IMPS oee«Mionof Popov Shot kb: aft IfewrOla . & a Souremme aMK b. bierso b1 ppllaCF1 a Maus i sad MM. L «e�r�� 4 QealwMrameaulabbeea b. Oubribll'pbee errMl 1. a Swag am" all Ml asa b.0ewrMlbl miebers a Ammoefbillr • S. IeMr erns eMslam btu tarlr'e One a7aeben Illowesurallibruwalir L.S Ukd126 IM* MOO piasSibrLIPSBMW t 0 sr 1 rr i .r i,�i>�." T. b/Nedilikolembelly Omer spas vOnis Muse durtbsoill. mrMwral onsibil' Nara Mina b. Plum eyerbn b.a is bi odret Mai& Le Omar Salado b. Pk" noir W weft deepaillky A Ilebefes rM+MaeOMeteareaaiaratl ' 11rewlMri lib,11rriablalsdaufgaboodlo Mobil... =ric R Mph iM4 SY TI* wave MI R TOIL or Ti! NQif asar maw PATIONTS 11 �t p NI YA 111AA *! AN) OAT � Pa TO SI p , IS j OMai MYOUIMIND OXIMINCINS WORIC Olt MICRONS CONSULT VIM T17 nMOMORAN ATTONNSY YOUR NM* CPt'J Ipatir. • irilloaespreUNINVINSNWSIIIIR TILISS/Silali M eV XX a Nome Tableass WAN OPMAIM 00W11Y01r IWW. atit Tbr padmoniker 1L,,.,iftir o `t sw tiro roz3 i+bre • 30,!' ets' 13/3 • bow s• ..dive rr iMMrPw�rda lielaawlbewwalt ~ t Iai laeib Aa 11 r wNt'i1 l,w>AN,brOUbat�l,riaeri�rbit desimpiP erOmmelsr 1 Libabse 011satilbsslodPelsallbraisnibsidabblabsves far RICHARD n art PubCiegk''' HYcnu D�aee a . STATE OF FLORIDA, COMITY QF DADE I HEREBY CERTIFY that this is o true copy of the original tile .t7 this ace on da of A D Official sCF /. K, of Circuit a Count ; ouds A •at1 1-LIP, 11411 MINE HAid By D.C. s- • • : Coma's Nam • • Job ROW CATEt r' • • D' Mechaniadly yaskatiad `Aliphatic • © Metal Pa . $. • • - fl Prascdpuve Bt-RAS iim ' • ROO:TOE*: 2 ct ter• sn O New R 0 0R O 1f8Tf.i�li �IPtAAifl • Lair Skim,Rt otAi[ab ice"!" steep $topiSd R0 QfA* OW) Total ise ' 0411'0 smith Root:P'1an: aa& and ssntlaiks,nod * . v,.mortiow - • ecuppers snd averflowdadeo. laciliditiainekiasetriocReee said lavdle Overly ineseardone ofe imaded.preaaslspooee and $i1'' «parapeire. uumummunmmuunnumumummumul 1111111111111111111111111M111111111111111111111111111111111111111111611410tra 111111111111111111111111121111111411111M11111111P1111111111111EMMI 111111#111111111111111111111111111111t1111111IMI .. x.11 .. ■/ I4IP5m1IM11111 iTIIr i 1111111111111111111111111111111111111E 611:411111111111111U11111111111 • . . , • • . : • • •• • 11111111111111IMPOPIMMIUMI AIM 11111111.1111 11111111111111MIMMENIIMIIIII E.inlamarde 111111111111111111111111111111111.11111111111MESEVSTP 11111111MMINIMINEEINUMMINNINFIMMI 1111111111111111111111111111111111111111111111111111111111M1 1111111111111111111111111111111111111111111111111111111111111111 5111111111111111111111K431111111111111111111111111111111111111111 MIIIIIIMIUIIIIVEZTMLIV.U11KMIMIMll111111111 11111MMIMINIIIIIIINIMILINIS111111111111111 22 U aurommummommumuummum mintexammummvarneumosiasamm IMI 11E11111111111111111111111111110111MAI INIMMMII 1111111111111111111111111111111111111111111M1M11111111111111 IIMEMIIII211111111111111111111111111■111EM1MININI au 1111111111111111MMINEMINEERMIMIIPMEIN •• M IIMIN11.41111111111111111ALIMINIMIN IRURRria ffill11141111L11 MI mom mama mummomma 111111111i1111 11111 111111111 .0 10 9 • j • c.omPelell II not, tgedi• 11.-Me) tyikein Aatepaedure►,,: NOA No, • •Ci a dattorna • • pIOA ••• ••• •" • • • ••, • • • . •• :•. .• • . j�.> . • • , •i • ••• . •;'•_ • •., • • ••i• •+. • •. • :. ;• • •. •• i• 0. • ,.• • .• • • •• • ;. • • •. • • . • .• • .••' 'd .. • ,.• •• .. • • • • .. •• •• • .•:- • • • • • ,• • • . • •• . •...• '•.} ••• • . •• • Dank Typ+r /,f - • Anahonnaee suet & No of PyEs�,,, i4 Amy g � Fastener/Bonding ache: on Layer He ti. u Mao and Inaglation Farce ag Werke : • Tap Inaufalan On and • • Top faat'ane Mafia' Dan s) & No, of Pht(sjiZataa., w r lap Ply Fostineialondng At r' • •.. :.. •• • i far AbrietiOdeasa Sheet, •• • • • Vial, i Roirrs,., 0J, ! irp, i ttows;, „•o0 7Ccinadijo 6 Lsp, 1 :..(1 X, oiF'aste>ne Par indt atioa Fidel pe.rIL e Ilse Conmpalads Noted and . iiimApplloabien Woodbloddng, Gamer, Edge T mI1n ; stripPing,flashIng, Continuous Cleat Cant •' . PMist g, Courtier- Flailthtg; tit Roof.H g, Rars0t•H11i811,• .:• now of and Flashing, CompOnad Mated* MOW_ Thickness: FindenerTyps, Fasting evicts er31buit Mimidaateire OeleRstlad . CapPlyiNIth RAs 111.and 91taptar.18. Tiftsv (zrei-0440e0.4~ •• • wsews rt+rrnwrYMVN PVI UI • • • • • • •• • '• • • • • • ••• • • • •• • •••• • • • • ••• Roof S ... • . System Manufacture/40146e /4o� � tcel v6 • • 14146;1 , : ' •.• .•• • •• Product Approval number 47 /023 •.t',2 . . •. • •• . •• • :•••• '• •.•. • • • . .. • • . • • • ........ Minimum Design Wind. Pressures, If Appiicable.•(From RAS 127 or Calculations}: P1:2 p2; / o5 /p3 , Vi 5%39 Maximum Design Pressure . Product Approval Specific System Method of Tile Attachme Deck Type: Type Underlaytnend: insulation: Fire Barrie: Fastener Type & Spacing: Adhesive Type: /d • Stee S oaett Roof-System Descrii tl Roo( Stops :f2 1 Mean Roof Height 6 yoygos /.Z i.✓tetj.CA Type Cap Sheet 1 ea'!"va 90-Ziec Roof Covering: [ rypihe/2 Lift Tick Type & Size rip Cap: • 2x2 eve JXY ,a6 ;41 d46 Florida Building Code Edition 2004 HIGH Yel Hurrlcane Zone U nn Penult A !cation Fonn •• •• • • • • • • • • • • • +► • • • • • • • • • • • • • • • Section E (Tile CIcdIatioh • ••• For.moment based tile system, chose either Method(014rompiteddte va rorawith the vruis from Mt. Nth* fil< values are greater than or equal to thi 11j, yelps, ffr vast gip if Ini root, then the the attachment method le acceptable. • • • • • • • • • • • • • •, Jfiethod 1 "'Moment Based Tile Calculations P•erRAS 12T" (P +:, X.1 • x 14, 0+21Y a ,. o MI 5 12 1 ,. -:pr vpca al mr yS. x a�,�, L � f'�' M •Rvodu t lhaPr ul Mr 00•440,/ ., �.2?.�� 6$7 * 4 ;J, , i Product:Approval Mr Method 2 "•Simplified Tile Calculation per Table Below" • Required Moment of Rce ) From Tale Product Approval *Must be used in Board of Rules and with a Ilst of mound:( based. ale systems endorsed by the Broward County For Uplift based tile systems use Ntethod 3. Compare the values for F' with the values for Fr . If the F' values are greater than or equal to the F r values; for each area of the roof, than the tile attachment Is acceptable. • Method -3 "Uplift Based Tits Calculations Per RAS 127" •' x 1: �r v i- w;x cos e: =W m_ Product Approval F' (P:: -_ . �x 1: : x wr: ). wr: x cos dt =FQ__._.Product Approval P____ (Ps: x 1: _al x ma! I- w: x• cos et oF. Product Approval F'__r,_._ Dosed , • Whereto Obtaht htfonnation r�- trrwt-�� ..i..� � n dsnantRaNbnos 1;7..,`:.177 .,TI PI win orP3' 9 Where to Ilnd Job 16 P Fr TdrDinienikm* AN Calctlatlons must be sued to the , . Official at the time of , t Mr R . ,, ; of Moment of Reebbni t a► • EFEI is :' r r mmumMENIVIPIIIIIIIIIIMLa/MMEMONINNIIMIIRMINE2-1.... 7� SEM 't _IJ `v l NM Yr ! *Must be used in Board of Rules and with a Ilst of mound:( based. ale systems endorsed by the Broward County For Uplift based tile systems use Ntethod 3. Compare the values for F' with the values for Fr . If the F' values are greater than or equal to the F r values; for each area of the roof, than the tile attachment Is acceptable. • Method -3 "Uplift Based Tits Calculations Per RAS 127" •' x 1: �r v i- w;x cos e: =W m_ Product Approval F' (P:: -_ . �x 1: : x wr: ). wr: x cos dt =FQ__._.Product Approval P____ (Ps: x 1: _al x ma! I- w: x• cos et oF. Product Approval F'__r,_._ Dosed , • Whereto Obtaht htfonnation r�- trrwt-�� ..i..� � n dsnantRaNbnos 1;7..,`:.177 .,TI PI win orP3' 9 Where to Ilnd Job 16 P Fr TdrDinienikm* AN Calctlatlons must be sued to the , . Official at the time of , t • • •• •• • • • • • • • • • • •• • • • • . • • •• • • • • • • • • • ••• • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • • • • •• • . • • • • • • • • • • • . • • • • • • •• • • • • • ••• ••• • •• /1z�x•,4 ••• •• V Y1'llVa D 11 VualWOlVU 1. 11111 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • SECTION 1524 i • • • • • • i •i • • • • SIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS • ... • • • • 1524.1 As it pertains to this section, it is the responsibility of the ibgfing eons ,acteritoip$ovide the owner with the required roofing permit, and to explain to the owner the conte?nf ol'tins settioll.• The ptovriSions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should br trgssed• a p.ai of the agreement between the owner and the contractor. The owner's initial in the adjacent boxipflitis $httifhdltem'has been explained. [mi. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. . Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). . Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. n1i 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature: Contractor's Signature: Property Address: 'Co Date: Permit Number: file: / / /q/ Documents% 20andd/ o20Settings/sky/Desktop/SECTION 1524[1].htm9/27/2007 5:46:06 AM NM 111 3313 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)- Continued Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or 303"; 1 in. min. Base Coat One. or two applications "Gacoflex UB- 7050", applied rl/sq/apptication.orthree applications, applied 1 -1/4 gal/snJapp(' 6 -32 dry mils). rfadng: " Gacoflex UA -65 " Series (various colors), applied 1 gal/sq (12 dry mils). 30. Deck: NC Incline 1/2 Foam: "Poly-1s°' or "Poly -Iso Special" with "Potyfoam 251" or "Potyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoftex UB- 7050", appUed at 1 rsq/application or three applications, applied 1 -1/4 gal/sq/application 32 ddry mils), adng: " Gacoflex UA -60" Series (various colors), applied 1 gat/sq (15 dry mils). 31. Deck: NC Incliner 2 Foam: "Poly-1s°' or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in, min. Base "GacoSil S- 1000", applied at 1 galL//sq (10 dry mils). Surfacing: " Gacoflex S- 1000", 'applied at 1 gal/sq (10 dry mils). 32. Dada NC Miner 1 Foam: "Polyfoam 251" or "Potyfoam 303 ", airy thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Dada NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat " Gacoflex A-6211", 1-1/2 gal/sq (14 dry mils). Surfacing: "Gacoftex A- 6200" series (various colors), 1 -1/2 gal/sq (14 dry mils).. • RAF. COVERING MATERIALS (TEVT) 135 • • 00IIN(E SWST€MS (eGFU5— Continued colnptlifre, tvo8d fi ber /i ofati8 r at e composite, phenolic, any Three or more layers Type61 " GAFGLAS Ply 4" or " GAFGLAS Ply gipped...• • • • • • • • • • Gravel • 2. Dect C'15 32: • ; ;quart 2 Inswl tlon (Option-MO ifleo or mom Layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood, fiber/isocyanurate composite, phenolic, any thickn Ply Sly tree or meredayers4vpe G1 " GAFGLAS Ply 4" or " GAFGLAS Pty n • •••'• • • • • • 3. Deep Sheet: 4n: Lai �r:Tyr q3 lit. GLAS'Minerat Surfaced Cap Sheet". �inncline: 2 Insulation (Optional): One or more layers perlite, wood -fiber, glass fiber, isotyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. • Ply Sheet Two or more layers Type 61 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet One Layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". 4. Dada NC Incline: 1/2 Insulation: One or two layers "Isotherm R", 4 in. max, hot mopped. Pty Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat 5.. . C-15// system. Inne: 1 • SUIT (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type 61 " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G-3 " GAFGLAS Mineral Surfaced Cap Sheet". 6. Dada NC Incline: 3 Base Sheet One layer of Type G2 " GAFGLAS #75. Base Sheet". Ply Sheet: One or more layers of Type 61 " GAFGLAS Ply 4" or GAFGLAS Ply P GAF MATERIALS CORP R1306 (N) 1361 ALPS RD, WAYNE N3.07470 "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (irlin) gypsum boardd'or ":3¢4 in. thick (min) Georgia- Pacific "Dens-Decker overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible 115/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. ,,. ,. ASPHALT FELT SYSTEMS WITH HOT ROOFHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS PLy 4" or " GAFGLAS Ply 6") in the Class A, B or C roof systems indicated .below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet " GAFGLAS Stratavent (Vent -PLy) perforated" or GAFGLAS Stratavent (Vent -Ply) for nailable decks" Perforated to be mopped and nailable to be mechamcaUy attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or " GAFGLAS Stratavent (Vent -Ply ) for nailable decks") may be substituted for 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. " GAFGLAS flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes " GAFTEMP. PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite is a suitable alternate for isocyanurate board in the following Class A, B or C systems. " GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. . Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation' (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, pert te/ Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet". 7. Deda C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite / urethane composite,' phenolic, 1.0 in. min (offset from plywood joints 6' in.). Base Sheet One or more layers of Type- 61, G2 or 63 Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Dada C -15/32 • Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, pe. / urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule). Cap: Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B Bede C -15/32 Incliner 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type 61 " GAFGLAS Ply 4" or " GAFGLAS Ply 6" Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet', hot mopped. 2. Dada C -15/32 Incliner 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C Dada C -15/32 Incliner 1/2? Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite/isocyanurate composite, pe 1. 1. lass ite/ LOOK FOR MARK ON PRODUCT j,. .r GAFGLAS® Specifications N- 13- 4 -M/P6• and N= B -4 -M, •. • ••• North,South, and.W.est Zones Nobble deck datilOmit46Mthettierioot slope, except foriightweigfit insulating concrete decks which are limited to a maximum.slope of 1" per foot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable nallable decks.-For lightweight insulating concrete decks, see page 9. MatedaIs , Sheathing paper (1 ply, if required) Base Sheet GAFGLAS PIy (2 plies) GAF Materials Corporation Rooting Asphalt . Interplia Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) Approximate ::W1Iyd per Square 175 -250 lbs.. Specifications Genets!: . ; } �gn end Apptton Considerations detailed In this Manual shall apply in addition to the following rtoommendations and specifications.: Application of Roofing Membrane , 1. Over .entire surface, lay one ply of sheathing paper where applicable. Lap HY; each sheet 2 Itches over preceding sheet. Nail sufficiently to hold in place. 2. Starling at the low point of the roof, lay'bne ply of Base Sheet, lapping each sheaf 2 halms at edges and not less than 6 Inches at end laps. Nail along lap of base ply at Intervals not to exceed 9 Inches and stagger -nail down center of sheet In two rows with nails spaced at 18 inch intervals in each row. Use fas- teners with integral metal heeds at least 1 Inch in diameter or square that are recommended by GAF Materials Corporation or the deck manufacturer. (See Special instructions' below.) 3. Starting at the tow point of the roof, mop two plies of GAFGLAS Ply shingle fashion; lapping each sheet 20 5/, Inches over the preceding sheet; solidly mopping to the underlying base sheet to provide three plies over the entire roof area. Asphalt Requirements Interply mappings of Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with • a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the 'slopes involved must be used: • • • ••• • • • • • • • • • ••• • • • •• • • • ••• Stops tier fVt • Arghhaittype Up toil' • • • • • • • • . • hest AmTNI Type II) 3'- 6'i : • :. : • • OT- Steep•OtTM Type P/ On slopes up to • inch per foot, Flat ASTM Type II may be used except In Florida, Texas, New Mexico, Arizona, and California. Surfacing •• • • • •• ••• •• Apply GAFGi3S MLitt SdrtacetCap Sheet In accordance with the application Instructions onb4 2Q sa ttr$t Ite'laps$re offset tom the laps of the ply sheets. • • • • • • ••• •• Special Instructions 1. See recommendations for use over gypsum decks on page 9. . Acceptable Base Sheets include: STRATAVENT° Nallable required for freshly poured gypsum decks, GAFGLAS #75 Base Sheet, RUBERQI0' Modified Base Sheet, GAFGLAS4 PLY 6'A, and GAFGLAS Ply 4. For wood decks and structural wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as a base sheet, a sheathing paper Is required. 3. See 'Nailing of Base Sheet,' page 19. 4. For roof slopes of 1 inch per fodt or more, all ply tells must be back- nailed 4 inches In from the back edge of the fell. See'installatton on Steep Roofs," page 10. UL Classification ' UL Class Substrate Slope A A B C 2' NC 3' C 3' /, UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. "/3, inch thickness), oriented strand board (min. '/r inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per foot. Guarantees Available Specification • _ Llbery Guarantees tts N- B- 4 -M/P6 15 yr. West Zone only, Wood Oedre. N- B- 4 -M/P6 . " 15 yr. ''� 7-. `r` Lightweight Insulating Concrete. T. (See page 9.) N -B -4 -M 12, 10, 5 yr. .JVJI:JaOiJ I7 BUILDING CODE COMPLIANCE OFFICE (1C00) •roDucT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA GAF Mater's! Corporation. 1361 Alps Rolm Wayne, NJ 01470 rain+ r,aru.va • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• MIAMI-DADE CQUNTY, F[.OR1MA • .iN1RO.2ADE FLAGLI ft BUILDING G$u,'WeeT rpitquratnRFEAUtit 1603 11411114 FIARII A333199-1563 P05)3754901* •FAX (NM i19 •• • • • • • •• ••• • • • •• • •• •• • ••••••• • SCOPE: TMs NOA is being issued under the applicable Holes and regulations governing the um of construction materials, The documentation submitted has been reviewer by the BCCO and accepted by the Building Code and Product Review Committer to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AkiJ). This NOA shall not be valid after the expiration dabs stated below. The Miiami•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 !ails to perform in the accepted manner, the manufacturer will incur the expanse of such testing and the AM 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 ]VClami -Dada County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional f It Vp Roof System for Wood Decks. LABELING: Each unit shalt 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 RENEWAL of this NOA shall be considred after a renewal applicadon has been filed and there has • been no change in the applicable building sole negatively acting the petbrmanco 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 cities 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. .A►DVBRfSEMEITF: The NOA member 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, than it shall be dorm in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the ma nuftnturer or its distributors and shall be available for inspection at.the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages I throjogh 19. The submitted documentation was reviewed by Jorge L Acebo. (5 NOA Ne. 07.1219.09 Expiration Date: 11/04/13 Approval Date: 03/30/114 Page 1 of 19 Deck Type 1: Wood, Non- insulated • •• • ••• • - • • • Dae ziptio,: • •• ••• • a g r e a t e r p l y w o o d or w o o d plank 4e 8• • • • • • • • • •• • System Type kg Base 1WL mechanically fastened. • • ••• ••• • •• • • • ••• . • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• All General and System Lindtations 81:111 apply. • Fire Barrier: Base sheet: Fastening Options: •• • • • •• ••• •• • • • • FircOutTM Fire Barber Coating, VersaShieki•'Nk • • • ° •P • Underlaym or SccurockTM. -�a88d GAPOLAS• #80 ULTIMATm Base Sheet, STRA.TAVENTO Eliminator *m NaiIable, RUBEROID4° Modified Base Sheet, RUAEROID°e 20, RUBBROIDe HeatnWeJdTM Smooth or RUBEROID1° Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; OAFGLASd° Ply 4, GAPGLAS. Flex PIyTAe 6, OAFGLA,S° 675 Base Sheet or any of shove Base sheets attached to deck with approved annular ring.shank nails and tin caps at a fastener spacing of 9" me. at the lap staggered and In two rows 12" ac. in the field. (MaxiemustDesign Pressure - 45psf, Sae General Limitallen 67) OAFGLAS® Ply 4, GAFGLAS °•F]ex Plym 6, GAFGLASA° #73 Base Sheet or any of above Base sheets attached to de k with Drill-Teem 012 standard, 614 mill IS Screws and 3" Drill-Teerm steel plate or Drift Tecm AccuTrae Hates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows am equally spaced approximately 12" o.c. in the field of the sheet, afarkmi. ae Dig,' Pressure- 45psf, See GeneM%bnttation 07) GAFGLASe Flex Ply" 6, OAFGLASm 075 Base Shoat or any of above Base sheets attached to deck with approved annular ring shank sails and tin naps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c, in the field. (Maximum Design Pressure 53.Spsf, Saes General Limitation 67j GAFOLASS #8OULTIMA're, RUBEROID°20, RUBRROID. Mop Smooth, base sheet attachci to deck with approved I. le annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and m two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Mader Design ,ware -60 psi, See General Limitation 07) GAF (3LAS* 075 Base Shat or any of above Base sheets attached to deck with Drill Teem 612 standard, 614 or 015 Screws and 3" Drill-Teem steel plate or Drill -Teem AccuTrac Plates, 12" oz. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. In the field of the sheet (Maximum Design Premiere -69 psf, Sea Geaerp1 Limitation 07) Any of above Hass sheets attached to deck approved annular ring shank nails and,3" inverted Drill -Team insulation plates at a Sistener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -.60 psj; See Wowed L oe #7) NOA No.. 07- 121919 Expirarkse Dates 11/04113 Approval Dates 03/20/08 Page ll of 19 Ply Sheet Cap Sheet; • • ••• • • A ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • GAFOLAS ° #75 Base Sheet or any of above lie sseeis sine:hid to t?eci*ith DrM-Tecm #12 standard, #14 or # 15 Screws and 3" Drill -Tee's sal plate or Drill -Teem AcouTrac Plates, 8" o.c. in 4 rte. Mb roviki i4 2" Op !gp The other rows are equally spaced approalisafaly 10' o e..ib thojieM retbe sbict • (Maxinunn Design Pressure —75p. See ' ,i:1.A7) •. • •. • One or more plies of OAFGLAS' PLY 4, #80 ULTIMA, RUBEROID' MOP Smooth or RUBBROIDD 20 stead in a fall #141 ng ojappleactasPhriti' applied widths the EVT range and at a rate of 2640 104 • • • : • • • (Optional) One ply of GAFOLAS* Minera' &aced Cap et oar' • GAFGLAS°® EnergyCapTM M neral Surfaced Cap Sheet adhered in a fbll mopping of approved asphalt applied within the EVT range and at a rate of 20.40 lbs sq. Surfacing; (Optional, required if RUBEROID MOP Smooth or RUBEROIDD 20 is top membrane) Install one of the followI 1. Gravel or slag applied at 4001balsq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 Ibsleq. or applied in a flood coat of Leak Buster7's Matrix" 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. OAPOLAS° Mineral Surfaced Cap Sheet, GAFGLAS° Energy Cap Mineral Surfaced Capsheet adhered in a Rill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq. 3. Leak BusterrM MatrIxTM 303 Premium Fibered Aluminwm Roof Coating, at 1.5 gai/s q. 4. Leak Buster"' Matrkt "a 715 , Leak Buster"" iVtat x M 322, TOPCOAT. MB +, TOPCOAT Pimeshield Elastameric Roofing Membrane, applied at I to 1.5 galJsq® 5. Leak BnStC1TM Matrix?" 602 MB Xtra Elastometic Roofing Meinbrame, B rgyCoie® roof casting applied at 1 to 1,5 gal./sq. 6. TOPCOAT. Suffice Seal, TOPCOAT. Fiteshield°° SH Solvent baecd Elastomerie Roofing Membrane epplled at Ito• l .5 galfsq 7. Advance Green Tctmologics Photovoltaic Laminate solar energ' collector salary roof equtpmeat installed in compliance with manufacturer's a and applicable Building Codes. Maximums Dip Pressure: See Fastening Above r Of NO�t Nat 07- 1219.09 Expiration Date 11/84/13 Approval Date; 03/29/08 Page 18 of 19 • ' • • ••• • • • ••• •• •• • •. • •• •• • • • • • ••• • • i 1LI LLI LUUU 1U. J9 JUU/3107I7 M1AMH EUILD1NG COD1; COMruait E OffTCE (CCO) PRODUCT CONTROL DMSiON NOTICE OF ACCEPTANCE (NOA) Monier Lifetle, LLC 200 Story Read Lake Wale, FL 33898 SCOPE: F1Dl. 1'11i1111 • • ••• •• •• • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • ' • • • fP, . L.1 if Of • ••• • • • • •• ••• •• • • • •' • • :x14/1 •DADS t 0til: Y, FLORIDA • .. • • • • • •147)191PADErA.Q1dES SLIS 31NO 1H0 WEST FLAGI. E SWEitT, SUITE 1603 M1AMI, FLORIDA 331304563 • • • • • • • t%•05z37pA61' FEW( (3p51373-290i • ••• • • • • •• • • • • •• • • • • • ••• •• • This NOA is being issued under the applicable mules 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 try the Authority Having Jurisdiction (AfiJ). ' This NOA.shall mit be valid air the expiration date stated below. The Miami- DadeCounty Product Control Division On Mural Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tho right to have this product or matt tested for quality assurance purposes. If this product or materiel fails to pu form in the accepted manner, the rgadufketnrer will incur the expense of such testing and the AHJ may imnmediately revoke, modify, or suspend the use of such pmduct or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is detemdned 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 including the High Velocity Hurricane Zone elk Florida Building Code. DESCRIPTION: Vanguard ROB Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Mir -fie Copy Product Control Approval ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and ire has been no change in the applicable building code negatively affecting the performance of Ibis product CATION 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 odes, advertising or any other purposes shall eutomaticalty terminate this NOA. Failure to comply with any section of this NOA shall be cane for terminatioan and rem oval of NOA. ADVERIISEMEPIT: The NOA number pry by the words Miami -Dare Corrrtty, Florid, and followed by the expiration date may be displayed m 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 ofth a Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. NOANo.: 07- 1023.07 Expiration Date: 12/10/12 Approval Date: 12/20/07 Page t of 7 K. •.........•.. +v•.s -. % J% .041.11s71 ROOFING ASSEMBLY APPROVAL QieZnal Roofing t 1. SCOPE + Profile Roomy Tiles Concretc r.uv •Tara Ia • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • •• •• • • • • • • • • • • ••• • • • • • •• • • •••• • • •• • • • • •••• • • • • • ••• • ••• ••• • • • • ••• • • •••• • • • • • • • • • •• •• • • • •• ••• •• • • • • • • • • • • • • • • • • • This renews a system using Moonier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL and described in Section 2 of this Notice of Acceptance. For locations where the puma requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS I27 using the values Iisted in section 4 heroin. The attachment calculations shall be done as a moment bawd system. 2. PRODUCT DESCRIPTION Maggionsun MOM Monitor Lifetile LLC Vanguard Roll The Trim Pieces 1= 16 -1/2" w =13' 'A" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Redland Technologic Redland Technologies Redland Technologies Teat amiilleaogm Product TAS 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double mil ribs. For direct deck or battened nail-on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TestidentiPer 7I61 -03 Appendix lU 7161-03 Appendix 11 P0402 The Center for Applied 94 -060H Engineering, Inc. The Center for Applied 94-084 Engineering, Inc. Rcdland Technologic P0631 -01 Test Name/Rener( Static Upl i ft Testing Dee. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108 (Nail-On) Withdrawal Resistance Testing of Sept 1993 screw vs. smooth shank nails Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) Wind Tunnel Testing July 1994 PA 308 (Mortar Set) NOA NO.: 07- 1023.07 Expiration Date; 12/102 Approval Date 12120417 Page 2of7 .61.0. Jt JVJt JS171./ l7 Redland Technologies The Center for Applied Engireering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Enghteering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker . Engnteering, inc. Walker Engineering, Inc. Nutting Engineering ratideldifaer Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -7617 25- 7183 -1 25- 7183 -2 25-7214-2 25- 7214 -6 528454-2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 PiDV /`I,iru IL • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • • • • • .•• • • • • ai e • • Wind Tcntnel Testing • • PA 108 (Nail -On) d plitiltnidn : 3'41 0. • • • Static Uplift Testing • • • • •••. •• • • Aug 1994 :. 'Qct.1994 • • ••• ••• Feb. 1995 PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Qujc -Drive Screw, Direct Deck) (1 Qnik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7$046.8 25.7804-4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of? id! dd! LOVV .I. ..14 J (J. DUI ROL, MIAMI. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • • • • ••• • • • • • • • •• • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • ••• •,•• • • • • PROFILE DRAWFNG • • • • •• ••• •• • • • • • • • • •• • • • • • • ••• •• r0.11.2C. vrivr MoNIER UFETJ E VANGVA,Rp ROLL CONCRETE ROOF TILE END OF mis ACCEPTANCE NOA No : 07-1023.07 Expiration Dale 12/16/12 Approval Date: 12/20/07 Page 7 of 7 3. LIMITATIONS 3.1 Fire classification is not part of ibis acceptance. 3.2 For mortar or adhesive sea tile applications, a stafisAld•uplifi but algae performed a c c o r d a n c e with RAS 106. • • • • • • • • • 3.3 Applicant shall retain the sere .•• • • ,•_• •• • aces of a Miami Bade Qounti ' feh Latoratoxv to perform quarterly test in accordance with TAS 112, appettc ra `At. Such'testsring salt b; submitted to the Building Code Compliance Office for review. 3.4 Minimum under•layment shall be in compliance with the applicable Roofing Applications Standards listed section 4.I herein. • 3.5 30/90 hot tnopped underJayment applications may be installed unless stated otherwise by the under! manufacturers bishedo the roof slope 3.6 'this acceptance is far wood �� material manufacturers pnbtished literature. l deck applications. Minimum deck requirements shall be io compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifettie Vanguard Roll Concrete Roof Tile and its components shall be installed in stria compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • • •• •• • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • ••• • • • • •• • • •• • • • • • • •• • • • • • ••• ••• • • • •• •••• • • •• • • • • •• Table 1: Average Weight W) and Dimensions (1 x w ) Tile Profile Monier Litetle Vanguard Roil Tie Tile Profile Monier Lifetila Ve nerd Roil Tile Weight -W Of) 9.2 Length -I (ft) Wldth..w (ft) 1.38 1.08 Table 2: Aerodynamic Multipliers --c". ft ) (fe) 1,1R) Bat tan Application Direct Deck Application 0266 0.289 Tile Profile Monier Litetile Vanguard Roil Tile Table 3: Restoring Moments due to Gravity - M. (ft4b) 2":12" 3 ":12" 4":12" 5" :12" 6":12" rattans Deck 5.30 6.03 Battens 5.24 Direct Deck 5.97 Battens 5.18 Direct Deck 6.87 Betterrs 5,05 Direct Deck 5.76 Bans 4.92 Direct Deck 5.60 7":12" or greater Softens Direct Deck 4.71E 5.44 NOA Ne.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/29/01 Page 4 of 7 • Tile Profile • • ••• • .. • • • • • • • • • • • • • • • ••• • • • ••• • • .• •• • • • • • • • ... • • • • • • • • • • • • .. • • •.. • • • . • 'Table 4, • • ••• '•:. •.•; • • meht Resistance Expressed as a Moment! - link ( .. • • • for Nall-On S • •' Monier Ufetile Vanguard Roll Tile Fastener Type 2 -16d liin irk Nails 1 -10d Smooth or Screw Shank Nar7 2 -10d Smooth or Screw Shank Nails 1$18 Screwy 2 *0 Screw 1 -10d Smooth or Screw Nail Field CI 1 -10d Smooth or Screw Shank NaiijEave Clip) 210d Smooth or Screw Shank Nails held CI 2 -10d Smooth or Screw Shank Nails ire Clip Direct Deck (min 15132" plywood) 27.8 8.8 18.4 25.8 47.1 Direct Deek • (min 49F321 • PIYytooa) 0 • 24.3 19.0 35.5 31.9 . flattens . • . ... . • • . .•• •• 37,4 2 .8 11.8 4.1 21.9 25.8 47.1 24.3 19.0 7.1 22.9 49.1 24.2 22.1 35.5 34.8 31.9 32.2 Table 6: Attachment Resistance Expressed ae a Moment Mr (ft-Ibf) for Two Pate Adhesive Set Systems Tile Application Tile Profile Monier LlfetileVanguard Roll The Adhesive' 1 See manufactures com for laden k 2 Fl Produces CarnpanY TOeBonmf Average wet** per Pam 11.4 grams. Potvfoam Pmma wet Inc --- ��..Sl Awe weight Per per 8 grams. Minimum Attachment Resistance 26.1z Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-ibt) Tile Prafile Monier Mlle Vanguard Roil The for Si : Pa Adhesive Set S Tine Application Po rr Po ` ro Po -1 Po ro ant of 24,grame of PohrPr+oTM_ -- -_- Minimum Attachmennl Resistance 86.61 45.5` NOA No.: 07- 1023.07 F*IMrativa Date: 1V16112 . Approval Date: 12/20/07 Page 5 of 7 • • ••• • • ••• • •• • • • •• • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • Table 8: Attachment Resistance • •, • • •• • Expressed as a AA3�er1R zl�(R for MortarSet Systems ••• ••• Tile Profile Monier L.d'etile Vanguard oil Tile A Tile !caption Mortar Set files Walk mortar mamrfacturets N d roe • •••• • : ▪ -•• • •• • • • •• • Attachment •• •R ••• •• ••• .0 ■ ;•• •• • ••• • 0 • • • • • 5. LABELING All tiles shall bear the Imprint or identifiable marking of the manufactures name or logo as shown below, or following statement "Miami -Dade County Product Control Approved ". VANGUARD ROLL MON1ERLW1 T1 L6 LLC, VANGUARD Row. TILE IDENTIFICATION MARK (POMPANO, PL PLANT) LOCATED UNKR1rE*Tw illts 6. BUILDING PERMIT REQUIREMENTS 6.1 Applicadon for building permit shall be accompanied by copies of the following. 6.1.1 This Notice of Acceptance. 6.1.2 My other documents required by the Building Official or applicable building code in order to properly evaluate the installation delis system. NOA No.: 07- 1023.01 ExpirstIon Date :12116112 Approval Date 12120/07 Page 6 or7 PROFILE DRAWING M0MER LiF'E77LE VimtrA*D ROLL Co4CRE1'E Rom Tuz END OF THIS ACCEPTANCE • •. ••• • • • • • •• • • • • • • •• • • • •. • • •• • • • • • • • • •.. ••• • • • • • • • • • • • • • • • •• • • • • •• • • • • • ••• • ••• • • • • ••• • • • • • . • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 074023.07 Expiration Date: 12/16112 Approval Date: 12/20107 Page7of7 MIAMI BUILDING CODE COMPLIANCE OFFICE (sCCO) PAODUCI CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass UM Inc. 150 Lyon Drive Fernley, NY WS • • ••• • • • •.• ••�•• • • • • •• •• • • • • • ••0 • • • • • • • • • • MAAMA -A/WE COU?fr1 FLOkU A' ME'tlto -DADS rz.aot ER 5UU 1N 140 WO 'hM., ►AO Fl•o Rt QThTh I30 . ; . 0;) 3724901 nut.& 37;4 a i48 ' ••• • • • •e• • • • • . •• . • • •• • ••• • • • • •• • • • • •• • • • • • • •• • • SCOTS: This NOA is being issued under the applicable rules and regulator's governing the use of construction materials. The documentation submitted has been reviewed by Miami Dace County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade Coin; 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 ANJ (in areas other than Miami Dade County) remove the right to have this product or material tested for quality assurance ptuposes. 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 iannoediately 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 herei,o, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Sane of the Florida Building Code. DESCRIPTION: Polysftck P, Baaik, wax, TU, TU Plus, TU Polyester and MU Undevlaymeats LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dande 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_ NATION 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 foe termination and removal of NOA. ADVERTISEMENT: The NOA number primed by the words Miewi -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. 06- 0505.01 and consists of pages 1 th The submitted documentation was reviewed by Jorge L. Acebo. NOA No.= 07- 102.5.10 Uplratten Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 • • ••• • • • ••• ••••• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• ROOFING COMPONENT APPROVAL o • Roofing Snt- Cabes~orv: Underlaymemt • & WE SBS , APP Self - Adhering Modified Bitumen • ••• • • • •••• • • • PRODUCTS DESCRIPTION: net Polystick P uoderlayment Polystick Basile imdmlaynoent Polyk IR/JRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black IZtk) Polystick TU Poly Polystick MU underlayment Dissedsz Roll: 75' A 3' 40 roils thick Roll: 65'8" x 3'3-34" 60 nails thick Roll: 65'8 "x3'33F" 80 mils thick Roll: 32'10"x3'334" 100 mils thick Roll: 65'8" x 3'3 -3/0►' 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick Roll: 65,8.,x3'3 34, 80 nods thick Test ASTM D 1970 ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 and ASTM D 1970 • .• • • • • •• • • • • • ••• •• • • ••• • • • • • • • • • • • •• • • •• ••• • • •• ••• •• • •• • • • •• • • • • ••• ••� A polyethylene top surface, self-adhering, SBS polymer modified bituminous sheet =tonal for use as an w derlaynoaent in sloped roof assemblies. Designed as an ice & rain shield. A homogeneous, rubberized asphalt waterproofing mentlxane, glass fiber reinforced with polyolefinic film on the upper surface for use an uuderhayment for metal roofing. A fine granular/sand top surface self- adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an uadexlaym nt in sloped roof assemblies. Deemed as an ism & rain shield and as a flat roof tile underlayment A heavy granule() surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Desiped as a a roof tile underlayment A non- wicking fabric surfaced, self ring, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an nederlayment in sloped roof assemblies. Designed as a metal roofing and roof the underlaayynammt. A rubberized asphalt waterproofing membrane, glass- fibeirlpolyester reinforced, with a granular surface designed for use as a tile roof umdedaywent. A not- wicking fabric surfaced, self-adhering, APT patyxNx modified, fiberglass reinforced, bituminous sheet material for use an an underlaymont in sloped roof assemblies. Designed as a nietal roofing and roof title underlayment. NOA No,: 07. 102510 Ei plratiup Date: 09t11S►11 Approval Date: 04/18/08 Page 2 of 6 • • ••• • • ;•�•� • • • • •• •• •• • • • • • • • • •.• • • • • • ••. • • • • • EVIDENCE SUBMITTED: int.ft nev Tast Idea er Test N t •: • "• . •'• Baterior Research dr Design, LI.0 4111756.04.01 -1 TA6"1113.' :.• 04/77)1 ': #11756.08.01 -1 AS'174 D 1970 08(14-01•' 4102202.08.05 TAS IV • • • . 0 08129(05 • Trinity I to #P5I10.08 .07 TAS 103 :'; ; ...�}8/7JJ07 PRI Asphalt Technologies PRI01111 ASTh((D 49177' • ' • I.M2 01+ PUSA-005-02 -01 ASTM D 4977 01/31/02 PUSA -018-02 -01 ASTM D 2523 07/14/03 PUSA- 035 -02 -01 TAS 103 09/29/06 PUSA- 033 -02.o1 ASTM D 1970 01!12/06 Momentum Technologies, Inc. JX20117A ASTM D 4798 04/01/08 ASTM Cl 155 ingTA1,..1.ATION PRO DRJRES: Deck Type 1: Wood, non- insulated, new construction Base Sheet: One or make 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 shalt be carefully checked for protruding beads. 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 Scat course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release fiboa as this meenbraw is applied. . All side laps shall be a minimum of 3-W' and end laps shall be a inb,i mi nn of 6." Roll the membrane rane into place after removing the release snip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance orrdance wig applicable building code. 4. When applying the aatmbrame in the valley, start at the low point and work to the high point, rolling the membmrne from the center outward in both directions. S. For ridge application, center the membrane and roll from the center outward in both direct. 6. Roll or broom the entire membrane surface so as to have full tooted with the sure, giving special attention to lap areas. '7. Plash vent pipes, stacks, chin eys 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 umdeirlayo3enx. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 0'7- 1925.10 End:ration lames 0943/11 Approval pate: mom Page 3 of 6 GENERAL LIMITATIONS: • • ... . • ••••. • • • .. •• •• • • • • • • • • • 0•e 0 • • • • • • .0• • • • • • • • oils 1. Fire classification is not pant of this au: once. :•• . 2. Polystek P, Basik and IR/1RX may be used in asphaltic shire% vcd aitdthinnle$ cut structural metal roofiorg, and quarry slate roof assemblies. PolYficli?and ik�s� hall nr�t 1k u 3I 3$ roof the uu derbaynicnt. 3. Deck requirements shall be in compliance with applicable buildi gg code. 4. Polystick membranes shall be applied to a smooth, clean and di station. I e deck mgMI be free of irregularities. • . .. . ... • . • • 5. Polystick membranes shall not be adhered directly over a hire- existin4 *of f bt+utons anabover system 6. Polystick P, Basil, IRIIRX, TU. TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days alter application. Polystick TU Plus 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 ei posture times; not to exceed the preceeding =shown time limitations. 7. All products fisted herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tie manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and dally fastd roof tile applications. Polystick BUlitX is limited to mechanically fastened 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. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies stall be as described below: Tile Prot& Polystick 1R/IRK PolystIdt MU Polyt TU, TU Plus TU Polymer Flat Ti 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation 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. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid ding of tile directly on the underlaythent. Refer to Polyglass Tile loading detail for loading led. NOA No.: 07- 1025.10 it9bration Date: 09113/11 Approval Dake 04118t08 Page 4 of 6 • • ••• • • • •• • • • •• • • • • • ••• • • ••• • • • • • • • • • • • • i IoILLOUGHBY SUPPLY. Fax :954-42S-1403 RV 3U ZUUS 1Z:uupm ruurtuuo • • ••• • • • •• • • • :'• •• �•� • • � • • • • ••• • • • • • ••• • • •• • • 6. Battens and/or Canter- battens, as required by the tile nsumfacturers NOA's, most be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested Mgr* piteWsloks in,xxcess of 6 VP/12", precautions sold be taken, such as the use of battensloarre't+gtstelleislid % ld gl •i loading process. • • • • • • • • • 7. M.wmnm core time after membrane installation & before loading of roofing tiles is Fogy -Eight (48) Hours. • • 8. Polysnck TU Plus, Polystick MU may not be used inn any exposed valleys, or exposed roof to wall details. • • ;pp as crickeic, • • • • • • ; • • • • • • ••• ••• 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cenzent, Polyglass Polyplus 50 Pietnium14B Flashurg Cement, Polyglass PG500 MB Flashing Cement, Mule -Wide 241 Premium Modified Flasbbtg mat, Mule -ale 251 Premium Wet/Dry Elastomexi Flashing Cement, or Mule -bide 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 band roUed 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 oft the patch. 10. All self- adhered uaembranes must be rolled to ensure full contact with approved subs. 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 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes corms. AA approved substrate technical bulletin can be furnished upon request. It is r eonul ended to refer to applicable bo ikGng eodes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyPlutector UDL can be fu roished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year United Material Warranty on all properly installed Polystick self - adhered undertaymieuts. 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 L M1TAT1ONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REMIREIVIENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 07- 11125.10 Expiration Date: 09/13/11 Approval Date 04/1908 Page 6 of 6 IA RUUAING CODE Minima 01Mce (Kan PRODUCT CONTROL DTVI$ION • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • • • • • • • ••• • • • • • • .M 1-DAD6 COUNTY. FLORIDA urr • 1' NO h,ea+ it 10,220411111kC 001.103 (305) 315 1901 PAX %) 3 -. NOTICE Off ACCEPTANCE I��TOA_1 , • • e • • • • ••• • • • • a• • •• • • • • • ••• s•• Polyfomts Products, la, 11715 Boudreaux Road Tomball, TX 77375 gcotnc: This NOA is beteg ieaaod under the applicable ndes and regulations governing the use of construction materiala Tho doainncntetion submitted has been reviewed by the BCCO and accepted by the Building Code ad Product Review. Committee to be used in Miami Dade County and other areas where allowed by the: Authority Having d huis icdon (ABJ). • This NOA shall not be valid after the expiration date stated below. BCCO an Mil Dade Cam) andlor$c AHJ (itt arras ether lb= Miami Dade County) reserve the aught to have this praduot or manorial tested for quality assure= purposes. If this product er material fails to perform in the accepted manner, the manufacturer will Incur the catponse of such tasting and the AHJ may immediately revoke, modify, or suspend the use of such product or . material within their. jwiad etioa. BCCO teserves the right to revoke Qds aoccptancn if it is determined by BCCO dot this product or anal fails to meet the requirements of the applicable building codc. This product is approved u described horde. and hem been deeig ed to comply with the High Velocity Hurricane Zone of **Florida &Meg Code. DESCRIPTION: PoIypra A1d160 RENEWAL. of this NOA shall be considered after a renewal applicadoa has been Oled and than ban boon no change in the applicable building codc negatively affecting the performance of this product. TRRMINATION of this NOA wit! =wafer the expiration date or if there has bore a revision or change in the materials, use and/or menufaomrc of the product or prowls. Misuse of this NOA as an undo anent of any product, for sales, advertising or am other purposes shall automation), terminate this NOA. Failure to comply with any section of this NOA shall be ease for tctn:ination and removal of NOA ADVER'T'ISEMENT: The NOA amber preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 1f any portion of the NOA is displayed, den it shall be done in its entirety. INSPECTION: A copy of this cadre NOA shall be provided to the user by the manufacturer orits distributors and shall be available for inspection at the job sibs at the request of the Building Official. This NOA renews NOA Nr01.0521.02 and consists of pager 1 through 7 The submitted documentation was reviewed by JRrge L Acebo. • NOA tw.: 064201.42 lttopbatten Date: 05110111 Approval Date: 04/13M rage 1.11 ROMPING ASSEMBLY APPROVAL: Sy: Roof tiie adhesive Mat k: Polyurethane • • •• •• • • • • • • • • • • • • • • • •• • ••• • •• • •• • • • • • ••• • "• •• •: • '' • • • • . ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •. • • • • • • • • • •• ••• ••• • • • • .• •• • • • • •. •• 0000000 00000 Ma apps Pelypro® AUI60 ss raa by Polyfomts Products, Xisc. ss den lbed determined by of this Non of Acceptance. For the le ation�s where the destga Areas ure re cs,a s i applicable building code, does net exceed the design pressure values obbined by complianeo with Roofing Application Standard RAS 129, for use with approved Oat, low, and high profsle roof Wes system Ong Polypi All 160. Where tho attachment calculations arc done ae a moment based system for single patty placement, and as en uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: XtgftLet Polyprotth AH160 Foampro® RTF1000 ProPacloSt 30 & 100 N/A TAS 101 N/A WA $1:213ctlD Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: My Miami -Dade County Product Control Accepted hoof Tile Assembly having a current NOA wktccb list momcut reactance values with the use of Polypro AU160 roof tile rive. PHYSICAL PROPERTIES: Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Tr, on Dimensional Stability Closed Cell Content ARM D 1622 ASTM D 1621 ASTM D 1623 ASTM I.1 2127 ASTM E 96 ASrMD2126 ASTM D 2856 Resodnt 1.6Uhl: MPS' Parallel to rise 12 PSI Perpendicular to rise 2B P81 Pare0el to rise 0.08 LbsdFI' 3.1 Perm /inch +0.07% Volume Change -40" F., 2 weeks +6.0% Volume Change @19B'F, 100% Humidity, 2 weeks 86% Noon The Opted properties listed glove are presented as typical average values a determined by accepted ASTM tee methods and are subject to metered manuf*daring variation. 1VO* Ras 16.01.111.12 mess Date 05110/11 Attereval Da 2 of 7 EVIDENCE SUBMITTED: Teat AEcnq Cater for Applied Engineering Miles Laboratories Polymers Division RMntcch Laboratories, Inc. Southwest Research Institute Trinity Engineering Cclot= Corp. Testing Services Test [danger #94-060 257818 -1P4 25- 7438 -3 25-7438-4 25- 7438 -7 25 -7492 NB-589-631 9637-92 01-6743-031 01- 6739 - 062141) 7050.02.96 -1 5284542.1 528454.9 -1 528454 -10 -1 520109 -1 520109.2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 • • ... :•' 00 • • ••• " • •0 ••• • • • ... • • • • • • ••. • • • • ; • 00. •. . •: • • • t • • : . 4. .'. • • . . . TestNnme/R•eute1 • ' '• per' TAB 101 04/08194 8;1'-95x01'. ;•• ... l2� 616 S¢� p 103' • • STD 11.933 • ' • • .I I/02/95 MD 11-93 12/12/95 AVM D 1623 02/01/94 ASTM E.108 04/30/93 ASTM E108 ASTM B 84 TAS 114 TAS 101 TAS 101 11/16194 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 • 03/01/99 LIMITATIONS: 1. Pro classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Palypro® A11160 shall trolly be used with flat, low. & high tilc prafilca. 3. Minimum undcrlaymau shall be in complimce with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro49 AHI60 Loaf the adhesive with their 1110 saornblios shall test in accordance with TAS 101. • 5. Roof Ilk mantctures acquiring acceptance for thous* of HANDI -STICK roof the adhesive with their the assemblies shall tad in accordance with TAS 101 with section 10.4 es mac1iedlmroin. • r ti MS w NOA No. 06- 0221AZ Roplraties Date: 15/10/11 Appnra1 Data: 04/1306 Psi. 3 of 7 • • ••• • ••.•• • • . • • • •• •• ••• • • • • • • e•• • • • • • • • ••••.•. • •.. INSTALLATION: ; ' • . . •; • • • • • • , •, 1. Polyps® AH160 may bc used with any roof the asaembly�haeit�g a cp�nt,t9A tb)t f s* 4110 resistance values with the use of Polypro. A11160. • 1. Polypro® AII160 shall be applied is compliance with, the Cott Application section and the conespondmg Placement Details noted he sin. The roof file ae$grpb vtadbleiveellatemteet with the use ofPolypeo ® A11160 shall provide sufficient tattschinktI town uPlift based system, to meet or meted the uplift remittance det er/Ai e& lit cnmp1 roue Idtb k vnt•Dade County Roofing Application Standards RAS 127. The adhesive saachment data is noted in tines roof tile assembly NOA 3. Polypeos9 A11160 roof the adhesive audits c to gainer installed in accordance with Roofintt Application Standard RAS 120, and Polyfoam Products, Jac. Polyprottl MI160 Operating instruction and Maintenance Booklet. 4. illation must be by a Factory Trained Applicator' approved and Mosul by Polyfoam Products, loo. Polyfoam Products Inc. shall supply a list of spinroved appticatara to the authority having jurisdiction. 5. Calibration of the Foampro® &spanning equipment is required Wow application of any adhesive. The mac ratio between the "A" consponent and the B" compoxtamt shell be =detained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 peren& per file ae determined at eaHbcation. No other settinea shall be approved. 6.. Polypro® AHI611 shall be applied with Foampro RTF1000 or PrePackeg 30 & 100 diapcnsing equipmoct only. 7. Polypro® AH160 shall not be aerposed permanently to sunligbe 8. Tiles must be adhered In freshly applied adhesive. Tile moot be set within 2 to 3 minutes after Polypro® AH160 bas been dispensed. 9. Polypro® A1160 placement and minimum patty weight shall bc be accordance with the 'Placement Details' herein. Each generic ik profile requires the specific placement noted herein. Table, as Adhesive Placement For Each Generic Zile Profile Tile Profile ' Placement Detail Single Paddy Weight Mtn. (t Two Paddy Weight per paddy Min. (ltN Flat, Low, ifig a Profiles #1 . 5 17 /side on cap and 34fpen /A N/A High Profile (2 Pieta Banal) #1 Flat, Low, High Profiler #2 24 __ N/A .� Plat, Low, high Profiles #3 S LABELING: All Polyproo AH160 containers shall comply with the Standard Conditions Listed herein. RIMMING PERMIT REQUMEMENTS: As requked by the Building Official or appl iceblo baildmg code in order to properly evaluate the ntaallatien of this system. • NOA No.: 0641241.01 Expiration Date: 03/10/11 Approval Date. 04/13136 Page of • • ••• • •• •• • • • • • e s •• • • . • • • • • • • • • • • • • • ••• • • • • ••• Amon � • . SIKI PATTY.• '.' .• :.. • • • • • • • t40A Na: sfraGIAVA Sivirntion Wet 05111101 Appres) o • •• • • •• • • • • ••• • • ••• • • • • •• • •• • • • •• • • • O. • • • • • • • • • ••• • .A.omairvs Puce/twirl' • • SSimla 2 • • ma�•• • i • • ••• • e w ••i • •• ••• • • ••• :• ••• •• • e• :•: : i :•: :• • • •— • • • ttr tee ` • • ••• • NOA Nom O6.020LU2 Expiration Date: esietu Approval Data: 11U19/O11 page 6ot7 • • ••• • • •• 0 •'• •• •• •0• • • • •• ... • • • • • • • • • ••• • • • • • • ••• �„�, �•, ••• • ADRESJVR PLACE DtTA1I. �1; .': •. • DOUBLE PAl'i"�.' '.' . • • •.' .. • • • • 10 the IL midel AIN pit we wen crif °Mop al wit END OF TIES ACCEPTANCE Nt)A LVo.: 01.02 Expiration Doer: adi1N'H Approval pate: 84fl3/0 Page 1of7