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RF-11-2303Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170565 Permit Number: RF -12 -11 -2303 Scheduled Inspection Date: March 06, 2012 Inspector: Bruhn, Norman Owner: LLOPIZ, ONIEL Job Address: 102 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Contractor: DALEY ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)756 -0120 Parcel Number 1131010250080 Phone: (305)754 -9892 Building Department Comments TEAER OFF EXISTING TILE ROOF. INSTALL HANSON REGAL ANTIQUA OASIS BLEND CLORO THROUGH TILE. Passe 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 - 167734. Provide renail affidavit. NB March 05, 2012 For Inspections please call: (305)762 -4949 Page 17 of 20 RE: Permit # D ,g,eo,00 7/tiami SestedWiage notei Dail, 10050 NE 2nd Ave Miami Shores, FI 33138 Phone 305- 795 -2204; Fax 305-756-8972 www.miamishoresvillage.com DATE: .31.i2-' INSPECTION AFFIDAVIT , licensed as a (n (Print name and circle License Type) FS 468 Building Inspector License #: ae-a06 ")/ 10 On or about (Date & time) secondary water barrier work at / Engineer / Architect, , I did personally inspect the roof deck nailing and /or /09- y/t) 97 -r. r (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) ta&ild/ Signature State of Florida 3ounty of Dade: the undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above )roperty mentioned. 3wom to and subscribed before me this l day of dotary Public, Sate of Florida at Large A V. CUBILLOS %y Notary Public - State 01 Florida • My Comm. Expires Sep 23, 2015 Commission • EE 128810 rough National Notary Assn. General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. iclude nhntnrlranhs of Parh nlana of tha rnnf with narrnit 1E an,t ori.+roer * .•r...+,r....a.........- .- I... -$ _ _ I. Lab Report No. 120149 FLORIDA TEC Providing Solutions to the J 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 PROPERTYADDRESS: 102 NW 97th St Miami Shores OWNER: CONTRACTOR: Baley Roofing TILE TYPE: Spanish "S" ATTACHMENT: Polyfoam Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation PERMIT No: ROOFING SQUARES: 22 ROOF PITCH:: 3:12 INSPECTOR INITIALS: AA TEST DATE: 2/16/12 Required Testi ng Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 6-10 Passed 26-30 Passed 11 -15 Passed 31 -35 Passed 16-20 Passed 36-40 Passed THIS ROOF HAS: PASSED i FAILED (-] THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. From 22 20 15 19 /1/ 16 \ 10735 SW 216th St. Unit 416 Miami, FL 33170 www.floridatec.net Reviewed by: Algr oRiga" .E. -Lic #17138 Tel: (305) 256 -4550 Fax (305) 256 -6833 k \ col Vk BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 RECEIVED DEC 138011 BY. G� Permit No. 1 I — a a)5 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 0/1//01, i �S9717/7I L/ /2.Phone #: /6,- AA() 97 ST City: A1//77i/ .Sflzj Z State: ct.., Zip: 3 /SO Tenant/Lessee Name: Phone#: Email: Address: JOB ADDRESS: /Uy,— /lam 97 City: Miami Shores County: Folio/Parcel #: Is the Building Historically Designated: Yes Miami Dade Zip: ‘33r6-E NO Y Flood Zone: CONTRACTOR: Company Name: b tEY ecio/''■J ) /14e' Phone #: ��9 M. Address: l7cr / /042 S City: A--//17)? II �3` 4-0lf t State: I ( zip: 33J 3i Qualifier Name: .C>41 et' State Certification or Registration #: G % 1 '0 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Phone #: Value of Work for this Permit: $ Type of Work: UAddition Description of Work: Jl4t r 11 1A-Krn U Of>rg IS ,61..e.--Nn C o LO 7)-111-0 06 `n L 1®100© DAlteration Square/Linear Footage of Work: )d® ONew URepair eplace ODemolition ************************** *+x*x:*:x*******Fees****** :**** *+ x* *a: *** ** ****+x********* **** x** ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ p. 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a ' a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 9 The foregoing instrument was acknowledged before me this r3 day o 1120 LL, by '1.i+Q dprZ day of042copt&e R. , 20 R1 , by or who has produced who is personally known to me or who has produced Signature Contractor sonally known to m NOTARY PUBLIC: s identification and who did take an oath. as identification and wh$didtaki,,4noath. NOTARY PUBL C: ��\\�`��01i .0 ii,,��� -��' 606S9La0 ° °• (P' . �:� UOISSIlUWO� Sign. ail �i. 1 u Print: fO c-i G, C 2[.i.� CGQ Print: ; . Zl °Zinn ? � �- ST,Qj� My Commission Expires:g��,�•�• °•. Gloria dean g RIDe My Commission Expires: /''.,� ��a SBJ dX? °���4\`�` 31'a;(_' Comulission #EEO 8603 '••.n�.,: Expires: /,;��l��iSii ���r```• EnxasII� rtcsa 27, 20d * * * * * * * * * * ******+x******** **** *xJx�n�u+x %�x�*/' 0, 44******************** x�x�x: a�x��x**** x��x�x*+ ��x�x*** * *x�x�x:�:�x *�:�x�x�x** **** **** APPROVED BY t�G%�`/ /(l" ` 7'`/ Plans Examiner Zoning Sign: Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB Agile OF FJRST_INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111111111111111111111111111111111111 TAX FOLIO NC): THE 4JI I�FRSIGNED.hprebygIves notice that improvements will be- _madeeM property, and 1n ac cordance•with Chapter 713, Florida Statutes,. the follow! Is provided in this Notice of Commencement. 1. Legal description of property and street/address: ®E VlilTt SS - •t- /a-9— 17S CFI4 2011 RIO 8 46 47 9 OR Ek 27931 Ps 4473; Ups) ) RECORDED 12/16/2011 14 :53 =35 HARVEY 'MIN, : CLERK OF COURT 1f1AMI= DADE.CDUHTYr FLORIDA LAST PAGE DA, COUNTY OF DA C* ■uwei this is a true copy of tyre lice on - eay of Space above reserved for use of recording of 2. Description of improvement: /am— ItO VI 1",J"7'ts Q') (3E 3.Owner(e)'name arie address: interest in prop erty Name arid` address of fee simple titleholder. 4. C tractor's n`arrie; a dress and phone number. : f �► — 17t ke row .T-j 5. Surety; ( Payment°hofd'-required'by=owngr from contactor, if any)- - Name; -address and'phpne number ' Amount of'bond $ ' 6. Lender's name "aridddress= 7 "Persons nthin'the Sti to of Florida designated by Owner upon whom notices or, other documents may be served as provided by Section 713.12(1)(a)7 Honda Statutes Name, address and ptaone.number: �! 8. in,addition to hirnseli ;Owners designates -the following person(s) to receive a copy of the Lienors Notice as provided in Section "713.13(1)(3); FlondaStatutes. , .Name „address -and phone number. 9.. Expirationydate of,thiseNotice of;Commencement: (the a ;ration date is `1 s , xp year from the date of n3carding unless a different' date is apecHfed) WARNING TO OWNER ANY PAYMENTS MADE BY-THE OWNER AFTER THE XPIRATION OF THE NOTICE OF COMMENCEMENT' ARE CONSIDERED IMPROPER PAYMENTiS UNDER CHAPTER- 713,.PART I, SECTION `713.13.FFLORIDA"STATU'ES; AND CAN RESULT IN YOUR "PAYING TWICE FOR IMPROVEMENTS TO YOV1JR PROPERTY A NOTICE OF COMMENCEMENT MUST BE .RECORDED ":ANDzPOSTED`.ON -THEJOB •SITE BEFORE THE FIRST INSPECTION. 1FYOU INTEND TO' OBTAIN FINANCING, CONSULT WITH YOUR. LENDER_OR,AN ATTORNEY, - BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT:- Signature 9f , 940 Cr Oymer(s)' Prepared' By Print Name '1041e `rind p7 Title/Office r =1 to age.- horized Officer/Director/Partner/Manag Prepared I, PrinttName .&WWt_ - Z.La?1, Z.. t . title/Office- . 044.),i—t...;_ z STATE OFkFLnRIDA COUNTYOF yvflAMI -. DADE The foregoiiig=io trun'ient was acknowledged 'before me this By C)11lpr Li ° pit , JindividtJall i or` as: for 09 Produced a followit g type of identification: Signature of Notify Public: Print Name: q Oa), OT '- l YY_J!I - NOTARY PUBLIC - STATE OF'FLORIDA s,.,'..w . Gloria-. earr Breward Under- penalfiestflpef jury,, l declare that ,I °have read the foregoing`arid' ' Commissi3n # EE068603 that the factestated in it are, true,; to the best of my_ knowledge and" belief: � : Expires: FER 27 2015. Signature(e) of Owrer(s)' By RONDS*WRIT ATU 11CBONDINGco;u1C. ed Officer /Director/Partner /Manager who signed above :' By /7`Z - 47-. �l C. Miami Shores Village 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 Date: k9-171// 10050 NE 2nd Ave Miami Shores, Fl 33138 67� Re: Owners Name: ON/ i /S46 1417- t - Lea /Z- Property Address: / Oa- /isu) 9 7 sr Roofing Permit Number. Dear Building Official: I i l /iY_ certify that I am not required to retrofit the roof to wall connections of my building because: fhe 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 constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) e9Aife_ LGOP(Z- 1\ Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this cfri day of c tr - O l / k12/9--- Eit & Notary Public, Sate of Florida at Large NOTARY PUBLIC-STATE OF FLORIDA O° Gloria Jean Breward Commission # EE068603 0,1" Expires: FEB. 27, 2015 BONDED THRU ATLANTIC BONDING CO, INC. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $30.000.00, and the building was not consbucted with FBC nora 1994 SFBC. Then you nest provide a building application from a Getout Contractor for the Roof to wail connection Hurricane Mitigation. Revised on 5121/209 • Miami -Dade My Home Page 1 of 2 My Home .l'i! 13ff( .a de. ay Show Me: Property Information P .._ ....................................... ............................... Search By: Select Item • Li Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: =11102NW97ST ! i .,!.:,■ CLUC: Mailing ONIER LLOPIZ &W ddress: AMANTHA RUSSO 1 102 NW 97 ST MIAMI `.201 53 HORES FL 33150 -1735 Property Information: Prmary Zone: 800 SINGLE FAMILY -ESIDENCE CLUC: 1 RESIDENTIAL - SINGLE FAMILY Beds/Baths: MM' Floors: 1 Assessed Value:; `.201 53 d' S• Foota_e: _ 9,334.55 SQ FT ear Built: 1948 RESUB OF BLK 3 OF BONMAR PARK PB 42- Legal O LOT 8 BLK 3 LOT Description: IZE 81.170 X 115 COC 4135- 0036 24258 -1146 10005 1 OR 24135 -0036 1005 00 Assessment Information: ear: 2011 2010 tit: EMMA MGM Buildin. Value: MM' Market Value: - -t lainfil 201 53. Assessed Value:; `.201 53 Exemption Information: Year 2011 2010 Home e $25,000 2nd Homestead: YES $25,000 YES Taxable Value Information: Year 2011 2010 Taxing Authority: Applied Applied Exemption/ Exemption/ Taxable Taxable Value: Value: $50,000/ $50,000/ $151,527 $151,536 Regional: County: tI;C ty: ySchool Board: $50,000/ $151,527 $50,000/ $151,527 $25,000/ $176,527 550,000/ $151,536 550,000/ $151,536 525,000/ 5176,536 Sale Information: ACTIVE TOO ;or, 1 r�n�r 0 E. _ 112 ft '�: Taxee :claimor oi. 3 per',- hr ti Pr ,rc. ,iannation application, or V, to send y + cor„.nenr ,us' i'on . r suggestions a i at a et. http://gisims2.miamidade.gov/IVI°•..-Home MIAMI DADS Legend Property Boundary Selected Property Street Highway Mlami -Dade County Water 4E 12/13/2011 i 20•11C Florida Building Code Edition 2tTO:- ¢�,. ,` HIGH VELOCITY HURRICANE ZONE UNIFORM Rq • ern S ho Village Section A (General ,InfoirmatienyD ter Permit No. ractor's Name Job Address Pry =431 DEPT took )J /EPT SUBJECT 10 C(;MPLIANCE 1Nir°ri ALL FEDERAL Low slope Asphaltic Shingles TATE AND Irr UN ;Y AND REGULATIONS Roof Category Mechanically Fastened Tile Metal Panel/Shingles Prescriptive BUR -RAS 150 Roof :Type 1 Mortar /Adhesive Set Tile _ Wood Shingles/Shakes New Roof i Re- roofing Recovering Repair Roof System Information Low Slope Roof Area (SF) Steep Sloped Roof.Area (SF) Total (SF) BOO Section B (Roof Plan) Maintenance . 0 Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels; clearly identify dimensions of elevated pressure zones and location of parapets. 1 . I t ii , �-'. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. SACtinn Il (Stepp Sloped Rea System) Roof System Manufacturer:l/S0N Notice of Acceptance Number: /0_ vo & 1 Q to Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations 'o. Le, P2: /OD, to P3: Jora- to - Maximum Design Pressure (From the Product App pr Specific System): Rotzf2Slop 2 Stepp Sleppd Roof System Description \ Deck Type: 1 l 7_ Type Underlayment: Insulation: Fire Barrier: Ridge Ventilation' ff 4310 T7 Mean Roof Height: 113 «jam Fastener Type & Spacing: � v S' rack 161 Adhesive Type: P©L -L/PLO Type Cap Sheet: 190U t mot Ti.) Pw Roof Covering: ovJ VQafrett.- Type & Size Drip Edge: n 3)13 , 2J - FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Sectinn F (TM C afrulatinns) For Moment based file 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. Method 1 "Moment Based. Til Calculations Per RAS 127" (P14ry1 x 2, � =ss�� 0 - Mg: VII= Mri 1,^ i��ttle Product Approval Mf t r _ 7 1'1 (P2 W x 2 7 ' ) Mg Di�� - Mi29:ol / Product Approval Mf t t-jt ( �j%. ?/ V (p3401 9,v0311 at! -)-Mg: = M49-')-01 Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" 2 Required Moment of Resistance (Mr) From Table Below br� t' Product Approval Mf ti Vi ! ✓ Qi Mean Roof Height -* Roof Slope, 15' Mr required Moment Resistance* 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27 1 28.2 30.0 *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 the 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: xL = xw: =_, -W: x cos 0 =Fri (P2: x L (P,: x L = Product Approval F' x w: = - W: x cos 0 = Fis Product Approval F' x w: = _1- W: x cos 8 = Fri 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 J. Product Approval Restoring Moment due to Gravity Ms Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance MB Calculated Minimum Attachment 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 BUILDING AND N IGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Prodae s, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Stream Room 208 Miami, Florida 33175 2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidarle,gov/buildir d 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 (AHJ). 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 Budding Code. DESCRIPTION: Polypro® A11160 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. natty portion of the NOA is displayed, then it shall be done in its entirely. 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 NOM 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0124.04 Expiration Data~ 05/10/12 Approval Dates 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: tP ednet Dimensions TTo ARtasiftwi Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack®30 & 100 N/A Product Deseriation 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 the adhesive. PHYSICAL PROPERTIES: P Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTME96 ASTM D 2126 ASTM D 2856 1.6 lbs./ft.9 18 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PS1 Parallel to rice 0.08 Lbs./Ft2 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. APPRO /ED! NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: 7.20....4staa Test Identifier Test Name/Rensrt Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Ceiotox 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® A1-1160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® 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. 11 r- j; P P'H.Ov - 2 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. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County 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 ProPacic® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed pemanently to sunlight. & 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 is Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (ts) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34/pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® A11160 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. AN, ROVE[) NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date 04/14/11 Page 4 of 7 ADHESIVE PLAcEMEN'r DETAIL 1 SIr4GLE PATTY I APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADnI s1vE PLACEMENT DETAIL 2 SINGLE PATTY APPROVED NOA No.: 11-0124.04 Expiration Date: 0511012 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE PROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Dates 04/14/11 Page 7 of 7 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals .(BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Regal/Spanish "S" II Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 09- 0928.02 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10-0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofmg Tiles Concrete 1. SCOPE This approves a roofing system using Hanson Regal/Spanish 'S' II Concrete Roof Tile, as manufactured by Hanson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by ,Au »lieant Hanson Regal / Spanish "S" II Tile Trim Pieces 2.1 EVIDENCE SUBMITTED Dimensions Length: 17' /<" Width: 131/4" %2" thick Length: varies Width: varies Test Agency Test Identifier Redland Technologies 7161 -03 Appendix III 7161 -03 Appendix III 7161 -03 Appendix II Letter of Aug. 1, 1994 P09647 -01 P0402 The Center for Applied Engineering, Inc. 94-083 94-084 25 -7094-9 25- 70946 25- 7183 -4 25- 7183 -3 25- 7214 -3 Test Specifications TAS 112 TAS 112 Product Descriutfoq High profile concrete roof tile for direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Test Name/Report PA 102 PA 102(A) PA 108 (Nail -On) PA 108 (Nail -On) PA 108(Mortar Set) Withdrawal Resistance Testing of screw vs. smooth chank nails PA 101 (Adhesive Set) PA 101 (Mortar Set) PA 102 (4" Headlap, Nails, Direct Deck, New Construction) PA 102 (4" Headlap, Nails, Battens) PA 102 (2 Quik -Drive Screws, Direct Deck) PA 102 (2 Quik -Drive Screws, Battens) PA 102 (1 Quik-Drive Screw, Direct Deck) Date Dec. 1991 Dec. 1991 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 NOA No.: 10- 0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 2 of 6 Test Aeencv, All State Engineering & Testing Consultants, Inc. Walker Engineering IBA Consultants, Inc. 3. LIMITATIONS Test Identifier 25 -7214-7 Project No. 307025 Test #MDC -76 YQ-135 Calculations 2381 -252 Test Name/Reuort to PA 102 (1 Quik -Drive Screw, March, 1995 Battens) PA 100 Oct.1994 PA 112 Aerodynamic Multiplier TAS 112 Dec. 1998 March 1999 09/20/07 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may be required, refer to applicable building code. 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 msnnfacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Regal/Spanish `S' II 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 Weight -W (Ibf) Length -I (ft) Width -w (ft) Hanson Regal/Spanish 'S' 11 10.4 1.4375 1.1 Table 2: Aerodynamic Multi Ilers - A, (ft3) Tile X ({t3) X, (ft3) Profile Batten Application Direct Deck Application Hanson Regal/Spanish 'S' 11 0.287 0.311 NOA No.: 10- 0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 3 of 6 Table 3: Restorinj Moments due to Gravity - Mp (ft -Ibf) Tile Profile 3": 12" 4": 12" 5": 12" 6": 12" r: 12" or greater Hanson Regal/Spanis h 'S' II Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 Table 4: Attachment Resistance Expressed as a Moment - Ilk (ft lbf) For Nail -On Systems , Tile Profile Fastener Type Direct Deck (min 15132" PhM►ood) Direct Deck (min. 19/32" plywood) Battens Hanson Regal/Spanish 'S' II . 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 1 33.1 1 48.1 1 45.2 1 Installation with a 4u tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal/Spanish 'S' 11 Adhesive 29 3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 10-0706.06 Expiration Date: 12/16/12 Approval Date: 09/15/10 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Single Patty Adhesive Set Systems 1110 Profile Tile Application Minimum Attachment Resistance Hanson Regal/Spanish 'S' II Polyfoam PolyProT"' 66.5" Polyfoam Pob+ProTm 38.r 4 Large paddy placement of 63grams of PoIyPromi. 5 Medium paddy placement of 24grams of PolyProT"'. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Regal/Spanish 'S' II Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami Dade County Product Control Approved ". HANSON HANSON REGAL/SPANISH "S" 0 ROOF TILE IDENTIFICATION MARK (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.: 10- 0706.06 Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 5 of 6 PROFILE DRAWINGS HANSON REGAL/SPANISH `S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 10-0706.06 Expiration Date: 12/16/12 Approval Date: 09 /15/10 Page 6 of 6 MIAM141 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 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 (AHJ). 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: 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: Roofing Sub- Category: Underlayment Material: 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" Or65'x3' 80 mils thick Roll: 32' 10" x 3'33/8" 100 mils thick Roll: 65' x 3'33/8" 80 mils thick Roll: 32'10" x 3'33/8" 130 mils thick Roll: 61' x 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 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. TAS 103 and A rubberized asphalt waterproofing membrane, ASTM D 1970 glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. TAS 103 and ASTM D 1970 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 3'3-3/8" 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 Descrindon 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. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. 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. IR-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. MAMFDAD • COUNTY APPROVED! 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 Tres (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 (AI-U) 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'/a "/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) 8944563. 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 NOA No.: 11- 0601.10 Expiration Date: 09 /13/16 Approval Date: 09/15/11 Page 8 of 8 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renaiiing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. L— Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. 5/ Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. Pending 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. $1. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. /! Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure 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. U t 12.0 t1 t›-I) /1/ Own�r1A ents Signature Date Contractor Signature Date Revised on 7/9/2009 LD