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RF-11-2039
I, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168308 Permit Number: RF -11 -11 -2039 Scheduled Inspection Date: January 11, 2012 Inspector: Bruhn, Norman Owner: O'NEIL, JOHN Job Address: 1099 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: DALEY ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132050180040 Phone: (305)754 -9892 Building Department Comments RE ROOF TILE ROOF WITH FLAT WHITE COLOR THRU TILE Passed /of Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 166206. No ladder permit or plans. NB January 10, 2012 For Inspections please call: (305)762 -4949 Page 22 of 37 OFIIIDA Providing Solutions to the Lab Report No. S10- 1828 Roofing Industry C.A. #: 26095 Lab Certificate: 09 -0715.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 1099 NE 99 Street Miami Shores OFEVER: CONTRACTOR: Daley Roofing TILE TYPE: Flat ATTACHMENT.: PolyfoamTM / PolyproTM Testing Equipment: DigitalChati!!on OHS 200 PERMIT No: ROOFING SQUARES: 25 ROOF PITCH: 4:12 INSPECTOR INITIALS: AA TEST DATE: 12/19/1 I c • No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -9 Passed 40115 Passed 10 -19 Passed 20 -29 Passed 30 -39 Passed MIS ROOF HAS: PASSED N1 FAILRD f-1 THF. STATIC IIPl.TFT TN ACrnRnANCR. wr rrT t ATAMT -TIAnF CnTtnrry TA 1 nA Reviewed by: "ROOF SKETCH" 27 26 24 23 20 18 16 17 < 15 38 30 31 21 32 Alberto Cardona, PM. -Lic #17138 / 2 -aa- 10735 SW 216 Street 416 Miami, Fl 33170 FRONT WWII'. floridatec. net 1 3 13 11 14 10 9 8 7 Tel: (305) 256 -4550 Fax (305)256 -6833 Miami Shores Village Building Department jjjj NOV 0 2 2011 . �. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 141 _ INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. CT 1—aot9, PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): , 3h'tV () / /L&7(. Phone #: Address: /0t9/ 1 S7 City: /`- / //977'I / State: % t Zip: J �/ 3 t Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /O99 , 1� i City: Miami Shores County: Miami Dade 3 S Folio/Parcel #: Is the Building Historically Designated: Yes NO L..../. Flood Zone: CONTRACTOR: Company Name: %ickEy / f/C //C— Phone #: 4-535 75 /1-3)- Address: 7J/ ®(p 4/1" City: mil'/ / ?14/ SHO Lt1 State: Zip: 33/3 $' Qualifier Name: D/9/I%d 2 y / State Certification or Registration #: 0 57/90 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Phone #: Value of Work for this Permit: $ /9 7 Z• Type of Work: DAddress OAlteration «F. °Pd1 e'e `49L 'srk a'. Pin')' ali00,46111 _Square/Linear Footage of Work: 425-00 ❑New epair/Replace UDemolition J J� y`T-i LE 12.60F tI/i TH I��.f9 -,T I/✓bi I T- �L 4_ tJ 1 ! t. COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: **** * * *** **•r******cep** ** ********+x ***u * ** Fees * * ** ******** ****** ********w*********** ****** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 3 08-00 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Stat Zip 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 cop Vie notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to a chment.\ lso, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whit occurs sev a (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n . - a pro ed and a rein ection fee will be charged. Signature The forego day of C.) who is ,e v known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Owne instrument w Signature Drn.., ,_ c) P . � Q si or Agent c.2 Contractor 8 s acknowledged ebefore me t 's c.2 f/ The foregoing instrument was ackno dged bef 0 by `\ bhp) /r./ I , day of on, Ae. ,20 It , by who is personally known to me or who has produced • Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** APPROVED BY as identification and who did take an oath. NOT • ' Y PUBLIC: MEI of' Sign: Print: NOTARY PUB ATE 0 •FLORIDA My Commission Denver A. Hughey Commission # EE056978 *Igiii Expires: JAN. 23, 2015 _ 7z A / ®c. ii Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /I0/2009)(Revised 3/15/09)(rev6 /4/10) 1111111111111111111111111111111 1 1111 11111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO %/ TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FLOR THE UNDERSIGNED hereby gives notice that improvements will be madd' ERfirligV property, and in accordance with Chapter 713 Florida Statutes, the f_ll_Aie ritiNi _ is provided in this Notice of Commencement. ( :FN 2011IR0 a x"110 DR 8k 2785'5' Ps 06731 (fps) RECORDED 11/18/2011 1:014:08 HARVEY R:UV'IHr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA - LAST PAGE COUNTY OF DADE this Je p Dopy of the -of "AD2O // WITMES:S my hand and „ Self. HARVEY RUM, C of r,::: tom, Courts By - .r .0 1-1).c. Space above reserved for use of recording of 1. Legal description of property and street/address: 10 T9 ,�-- yq AW /1 i / 5 5, 2. Description of improvement: /26--- £€O1 77(, ,0'. ,4 3. Owner(s) name and address: c:(D 01 /t, 7L i /o/d6) OLE eig A/i yJ/ Interest in property: N %7 Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. 78 4..C/06 £T1 Al/ J 5l OLES, i .53/38 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. /.r SOL �w 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number &f Oi 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manag r Prepared By Prepared By tie Print Name Print Name 2 l✓r 09-LEY Title/Office Title/Office QQJ,u-E STATE OF FLORIDA COUNTY OF MIAMI -DADS DG / The foregoing instrument was acknowledged before me this c:72 / day of By -oh n 07t12i Individually, or U as for rsonally known, or U produced the following type of iden Signature of Notary Public: Print Name: (SEAL) enver A. Hughey FIC O P ;S N 92.5 0 DA ST.:,. lit(S T. .,th? Commission # EE056978 Under penalties of perjury, I ,eclare that I have read the foregoing and •°• E.�cpu e,: JAN. 23, 2015 that the facts s • Prue, tot best of my. knowledge and belief. BOND IDRi'A - 1- 71C Signature(s) of s)'s Authorized Officer /Director/Partner /Manager who signed above: By By CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of improvements must be monitored. The costs of any improvements in the past '12 months and the costs of any proposed must be shown on the worksheet. The cost of improvements must include, demolition, raw and finished materials (include thaw 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: 70/fn) 0' #.L /LL PERMIT # ADDRESS: /oqq 1de -, ith,9714 I Sm) , pi, 33) 3e FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): 1 7S COST OF PROPOSED IMPROVEMENTS: 41q, Y26' D D (ATTACH COPY OF CONTRACT) o TOTAL CUMULATIVE COST OF IMPROVEc! - , TS (past and proposed): ,Q__01/0D VALUE OF PRINCIPAL "' (ttach appr , sal): OWNERS SIGNATURE: � DATE- / °/" /l PLANREVIEWER: PLAN REVIEWER SIGNA DATE: Created on June 2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: t.:ibiM0 b' /lam /L-- Property Address: 10/* /GE 94 57',1 Mrs i es-Holeesz, 4, 33)38 Roofing Permit Number: Dear Building Official: 0' AE/L, certify that I am not required to retrofit the roof to wall connections of my building because: ie just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was cons cted in mplianc a with the provisions of the Florida Building Code (FBC) or with the provisions of 19 the So Flo ' a Building Code (1994 SFBC) Signature P Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that i /she is the owner for the above property mentioned. Sworn to and subscribed before me this ®2/ day of OGd0&21 71)1 / Notary Public, Sate of Florida at Large NOTARY PUBLICSTATE OF FLORIDA ,•• " " "•- Denver A. Hughey B Commission # EE056978 xpires: JAN. 23, 2015 BONDED THRC ATLANTIC Bo:NDLNG CO., INC. • When the vahiatlon of the structure for of ad valorem taxation Is equal to or than $300,000.00, and the building was not constructed with FBC nor a 1994 Just purpose �N �g SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Master Permit No. Contractor's Na .__ Low slope Section A (General Information) Proc i to P4-cell dabA I _i i 4! __ % s --U E 1[ /O9 /Le q..q a,- _i. --x.44 _t_,..1....„.1 Roof Category .1� � rltl►. ! ! •-�- ...i.. -; f 'T 111 •L # -1-'! "( --T�i 1 •. :T_. L....! i �-- r_ _T .�..�...��.•. s... 3 ; ;_1 4 ,.. Mechanically Fastened Tile Morti dhesire Set Tile ; .1._ .lT } _ Metal Panel /Shingles Woo {{._.;. . "�" t— 1 t -i t i�- t1., t .,._l te s..�..��.i.�j_`,... -I —,:j4-4 t{';!`•-4-4---1-1-4+-, • ing�s/Shakes N. ICE Vti II FS f _ Prescriptive BUR -RAS 150 . _ . !_ . 1 t.■ �`' '"1--L-1-47+-1-1-4--1 f • = mull ■ :a `l Roof Type CI ZONIN:DEPT BLDG EPT rig_ Ill Re- roofing _ Recovering Repair , V. 1 _ O. a Ill Roof System Information r _ Asphaltic Shingle New Roof Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 2-Q, 0 0 . Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and ove dimensions of sections and levels; clearly identify dimensions of elevated pressure zones and locatio t±ttj _i i 4! __ i �...1� --U E 1[ _{ '- -i-� r _I rya N _i. --x.44 _t_,..1....„.1 ...i.. � rltl►. ! ! •-�- ...i.. -; f 'T 111 •L # -1-'! "( --T�i 1 •. :T_. L....! i �-- r_ _T .�..�...��.•. s... 3 ; ;_1 4 ,.. �.- t 1 ! "' Iffil ; .1._ .lT } i i + {{._.;. . "�" t— 1 t -i t i�- t1., t .,._l te s..�..��.i.�j_`,... -I —,:j4-4 t{';!`•-4-4---1-1-4+-, • t 1,.....1 fig ; 1 ' r-- - 1 . _ . !_ . 1 t.■ '"1--L-1-47+-1-1-4--1 f • = mull ■ :a --i -�—I rig_ i . , V. 1 0 61 Ill r - ! �Il� i ; _ .. - ' 4 l . 4.- .. �rt --rte ! i �t }w -r- _ _ j_. }" 4 i ant, -t H 1 -,- h -- r lla[ ! Y `111 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Sectinn ID (Steep Slnpprl Roof Syctpm) Roof System Manufacturer: /140n ii L iifI77A< Notice of Acceptance Number: 09 — 0 94 . %/ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations ,4-7, C� 1: P2: Mo. I P3: /0 ®, Co Maximum Design Pressure (From the Product Apy; 7al pecific System): Ro f Tope: 2-: 12 Steep_SlopedRoat System fl scription \ Deck Type: Type Underlayment: Insulation: Fire Barrier: Ridge Ventilation? ) " Mean Roof Height: I Go itz30 F9s T7r Aim __A' Fastener Type & Spacing: Adhesive Type: 1X. pe,s- roof rads,1117114 Type Cap Sheet: AQLVS7ck 77) ®u/S Roof Covering: /(.! //I/lat © ker W tirr CLOtiC- Type & Size Drip Edge: 3x3 2f06/9- FLORIDA BUILDING CODE — BUILDING ti- ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Spr-tinn F ('j'ilp Calrulatione} For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. 7 �) �Metho/d I "Moment Based Tile Calculations Per FtAS 12T' �y (Pt: �y`�'' x?.4 ='ri /Lgjj -Mg: fp�r1/ =Mri3? / Product ApprovalMf (P2: /�J x x 1 ?'0 =a] o I /) - Mg: 6 d 11 =Ma J7 � 79 Product Approval Mf /46. 9 (P3: ) Vto.10 x 1.0. i'O = ^ d' ) - Mg: 6, /i =Mil /4' 7 Product Approval M f ! ' 9 Method 2 "Simplified Tile Calculations Per Table Below" p� Required Moment of Resistance (Mr) From Table o _ Product Approval 114f t47 Mean Roof Height -' Roof Slope .1 15' Mr required Moment Resistance* 20' 26' 30' 40' 2:12 34.4 38.5 38.2 39.7 42 -2 3:12 32.2 34.4 38.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5 :12 28.4 30.1 31.8 32.8 34.9 6:12 28.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F values are greater 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" (P1: x L = x w: = J - W: x cos 13 = Fri Product Approval F' (P2: x = xw: =_) -W: x cos0 =FR (Pa: xL = xw• = -W: x cos0 =F. Product Approval F' Product Approval F' Where to Obtain information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 1 Product Approval Restoring Moment due to Gravity M8 Product Approval Attachment Resistance M1 Product Approval Required Moment Resistance MS Calculated Minimum At n -hment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING SECTION 1624 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1624.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the, eq regiment between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofmg 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 add as part of the agreement between the owner and the contractor. _✓ 2. Renaltlng Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). �3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (1.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should 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 water to pond (accumulate) in low-! n9 may not drain well of and may low-lying areas of the roof. Pending car► be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expctancy and performance of the new roofing system. Pending conditions may not be evident until the original roofing is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Building Code, Plumbing. T. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly building Itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider dditi • al venting which can result in extending the service life of the roof. Owner's/A•.�' - •nature /' 946T Tess 2-3 /// Date Permit Number Rev:1/20/1005.Computerservices, Building Department Contractor's Signature P�. MI_ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 MIAMI- -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where 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 other than Miami Dade County) reserve the right to and/or the AHJ (in areas oth Division (In Miami Dade County) have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved", RENEWAL of this NOA shall be considered after a renewal app lication has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. Florida, followed by ADVERTISEMENT: The NOA number preceded by the words Miami-Dade , ade County, then it shall expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, 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 revises NOA #07- 1023.12 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured bi Auplirant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Test Dimensions Snecifcsfions 1= 16" w= 10" 1 %" thick TAS 112 1= varies TAS 112 w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering Inc. The Center for Applied Engineering, Inc. Test Identifier 7161 -03 Appendix III 94 -060A 94-084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Product escrIntlon Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Revert Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct 1994 Oct 1994 NOA No.: 09-0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 2 of 7 Test A¢encv The Center for Applied Engineering Inc. The Center for Applied Engineering Inc. The Center for Applied Engineering Inc. The Center for Applied Engineering Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering Inc. Walker Engineering, Inc. Walker Engineering Inc. Walker Engineering Inc. Walker Engineering Inc. Walker Engineering, Inc. Walker Engineering Inc. Walker Engineering Inc. Nutting Engineerins Nutting Engineerins Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 TAS -112 Test Name/Revert Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 13343.1 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct 1994 Sept. 1994 Dec. 1998 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 March 2009 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Weight -W (Ibf) Length -I (ft) Width -w (ft) 8.5 1.33 0.833 2: Aerodynamic Multipliers - (f 3) ( Batten Application e 8 Slate Tile N/A The Profile Monier Lifetile Mantis Shake (it) Direct Deck Application 0.208 7":12" or greater Battens Direct Deck N/A 5.59 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 4 of 7 Table 3: Restoring Moments due to Gravity - M, (ft -Ibf) Tile Profile 2":12" 3 ":12" 4 ":12" 5":12" 6 ":12" Monier Battens Direct Battens Direct Lifetile Mantis Shake & Slate Tile - Deck Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 6.17 N/A 6.11 N/A _ 6.01 N/A 5.89 N/A 5.75 7":12" or greater Battens Direct Deck N/A 5.59 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Mantis Shake & Slate Tile . 2 -10d Ring Shank Nails 30.9 38.1 N/A 1 -10d Smooth or Screw Shank Nail 7.3 9.8 N/A 2 -10d Smooth or Screw Shank Nails 14.0 18.8 N/A 1 #8 Screw 30.8 30.8 N/A 2 #8 Screw 51.7 51.7 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 N/A 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 • 35.5 N/A 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 NIA Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Mantis Shake & Slate Tile Adhesive' 31.3` 1 See manufactures component approval for installation requirements. 2 Fle:dble Products Company TileBond Average weight per patty 13.9 grams. Polyfbam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M, (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProTO 118.94 PofyProTa 40.44 3 Large paddy placement of 45 grams of PolyProT ". 4 Medium paddy placement of 24 grams of PoIyProTM. Table 58: Attachment Resistance Expressed as a Moment - MI f(ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set" 39.0 5 See specific mortar manufacturers Notice of Acceptance NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 5of9 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIER LWETILE LLC, ATLANTIS SHAKE AND SLATE (POMPANO BEACH, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27 /09 Page 6 of 7 PROFILE DRAWINGS MENACE low MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE ;APPROVED! NOA No.: 09- 042.2.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 7 of 7 MIAMIOb bE.I ;i COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315 -2599 ,1711, eIIiianiii ik 4rt-M AiliilWei SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the MU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the MU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami - Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA # 09 -0806.07 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 1 of 8 ROOFING COMPONENT APPROVAL Category Sub- Cateuorv: Material: Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR-Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane with surface printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Dimensions Roll: 65'8" x 3'33/8" 60 mils thick Roll: 65' x 3'3-3/8" Or 65' x 3' 80 mils thick Roll: 32'10" x 3'3-3/8" 100 mils thick Roll: 65' x 3'33/8" 80 mils thick Roll: 32'10" x 3'3 -' 4" 130 mils thick Roll: 61' x 3'3-3/8" 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A fine granular /sand top surface self- adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 2 of 8 PRODUCTS DESCRIPTION: Product Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 61' x 3'33/8» 60 mils thick MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Specification ASTM D 1970 Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08 -R1 P10870.04.09 P33360.06.10 P33370.03.11 P36900.09.11 PRI01111 PUSA -005 -02 -01 PUSA -018 -02 -01 PUSA -035 -02 -01 PUSA -033 -02 -01 PUSA -055 -02 -02 PUSA -083 -02 -01 PUSA -089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Product Description A rubberized asphalt self- adhering, glass - fiber /polyester reinforced waterproofing membrane, specific for use as a high temperature underlayment. Designed as a metal roofing. Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 09/01/11 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied . All side laps shall be a minimum of 3-1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. & All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 11-0601.10 Expiration Date: 09 /13/16 Approval Date: 09/15/11 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, and Tile Pro may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof tile systems and quarry slate roof assemblies. lR Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Dual Pro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days) Polystick MTS MTS IR Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR Xe, and Tile Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct-to-deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR Xe Polystick TU, TU Plus, TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 6! Roofing Tiles (6 Max Per Stack) 12 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR-Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (MU) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/:'/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. NOA No.: 11-0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE ir_i ; i:.7_1.] t •l1] a s I APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 8 of 8 MIAMI COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 MMASiAnfldada ldtmi SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 of the Florida Building Code. DESCRIPTION: Polypro® AH160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06-0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. I APPROVED I NOA No.: 11-0124.04 Expiration Data 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Specific ns Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Raft 1.6 lbalft.' 18 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PS1 Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change @ 40° F., 2 weeks +6.0% Volume Change @158°F.,100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. I AP NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04114111 Page 2 of 7 EVIDENCE SUBMITTED: Test Money Test Identifier Test Name/Renort D Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062141j ASTMS 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10-1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Mmimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5, Roof Tile manufactures acquiring acceptance for the use of HANDI STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F'- fe7-2) - W MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypron AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per file as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (ems) Two Paddy Weight per paddy Min. (ems) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34/pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. G21iLlo l';.r?1?I:ii� j APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14111 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5of7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 11-012A.04 Expiration Date: 05110/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE WPROYED NOA No.: 11-0124.04 Expiration Date: 05110/12 Approval Date: 04/14/11 Page 7 of 7