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RF-16-37 Inspection Worksheet Miami Shores Village ' 10050 N.E. 2nd Avenue Miami Shores, FL . Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-250568 Permit Number: RF-1-16-37 Scheduled Inspection Date: March 08, 2016 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: DOWSON, ALFRED & NANCY Work Classification: Tile Job Address: 289 NE 102 Street Miami Shores, FL 33138-2426 Phone Number Parcel Number 1132060134970 Project: <NONE> Contractor: TOP SEAL SERVICES CORP Phone: (305)754-7844 Building Department Comments RE ROOF TO A NEW FLAT WHITE COLOR THRU TILE Infractio Passed Comments FROM BORAL INSPECTOR COMMENTS False Inspector Comments Passed Failed rp Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 07, 2016 For Inspections please call: (305)762-4949 Page 15 of 44 'Florida International Engineering and `resting Lab LLC FoleEe 7500 NW 25 Street,#241, Miami, FL 33122 FLORIDA INTERNATIONAL ENGINEERING Telephone: (305) 378-1991-Fax: (305)378-1997 &TESTING LAB INSIGHT-INNOVATION-INTEGRATION Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 --------------------------------------------------------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: L �Z�.D t4 A-*,)e-Y DO VJ �?D s1 Job Address: , L-- Roofing Contractor: Permit Number: Type of Tile: ��.- '� l3 CI�.M GIST Approximate Roof Height: feet Slope: ' (Z Approximate Square Footage: oo ft2 Type of Access to Roof: / I-adder Other Required Testing Frce: 35 lbs. Testing Equipment: F. .E. 100x Shim o Instrument Date Installed:_ I -2.& 1 t-., Date of Inspection: 3 TEST RESULTS P= PASS, F= FAIL Test P or F Test P or F Test P or F Test P or F Test P or F_- Location Location Location Location Location 1_- �i��1 21 `! 41 61 P#45 81 2 t _ 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 _ 11 31 51 71 91 12 32 _ 52 72 92 13 33 53 73 93 _ 14 34 54 74 94 15 35 55 1 1 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 73 ft RESPECTFULLY SUBMITTED BY: Area Units or ft2 No.of Tests_ Perimeter D_G Field cva Corners _I �� F � � _ ! � r1 \j.y�_ jF-:. Hips& RidgesF pO I — �_.�.--a---p ------- Vinayagar lNl.Llal;1 r sil"alk V State of F'IGOda lAc;i tU1167 j14 6 # A FLORIDA INTERNATIONAL ENGINEERING VESTING LAB, LLC Job Address: 72- 9 C2 6• t o t'�-- Contractor: Sketch of Roof (NTS) III I -F-T-TTI Hill Hill III I Kri lob Ir Notes 4 NARES 01/y M1I M931 iami Shores village 2111 US_ Building Department 10050 N.E.2nd Avenue 11P�o.,� Miami Shores, Florida 33138 �ORI'D Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# RF-1 -16-37 DATE: 1 /19/16 INSPECTION AFFIDAVIT Ronald Medina licensed as a (n) Contractor/ Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: CCC 13 3 0119 On or about January 22, 2016 1 did personally inspect the roof deck nailing and (Date&time) Second arywater barrier work at 289 N.E. 102 Street Miami Shores, Fl 33138 (Complete Job Site Address) Based upon thTexaminatihave determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Base )`. i Signature J State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this ay of dt 01 b Notary Public, Sate of Florida at Large MARYLOU HERNMfDEZ MY COMMISSION#FF 059092 ., EXPIRES:October 10,2017 Bonded Thru Notary public Underwrflers 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Revised on 5/21/2009 ��fL u�-'S_z� f � s `SNORES L� Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 1t1912016 FlExpiration: 07/17/2016 Project Address Parcel Number Applicant 289 NE 102 Street 1132060134970 ALFRED& NANCY DOWSON Miami Shores, FL 33138-2426 Block: Lot: Owner Information Address Phone Cell ALFRED& NANCY DOWSON 305 NE 91ST MIAMI SHORES FL 33138-3129 Contractor(s) Phone Cell Phone Valuation: $ 24,200.00 TOP SEAL SERVICES CORP (305)754-7844 Total Sq Feet: 3700 Type of Work: Re Roof Available Inspections: Additional Info:RE ROOF TO A NEW FLAT WHITE COLOR T Inspection Type: Classification:Residential Scanning:4 Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF Invoice# RF-1-16-58258 $15.00 01/19/2016 Check#: 1098 $836.76 $ 50.00 DBPR Fee $4.88 DCA Fee $4.88 01/08/2016 Check#: 1090 $ 50.00 $0.00 Education Surcharge $5.00 Bond#:2962 Permit Fee-New Roof $325.00 Scanning Fee $12.00 Technology Fee $20.00 Total: $886.76 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. A OWNERS AFFIDAVIT: I certify/at all th foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fut h more,I au orize the above named contractor to do the work stated. January 19, 2016 Authorized Signature:Owne / Applicant / Contractor / Agent Date Building Department Copy January 19, 2016 1 Miami Shores Village ETVED Building Department BY. JAN 0 8-7%ot- zo 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/� BUILDING Master Permit No2F/6— 3.3 PERMIT APPLICATION Sub Permit No. PU ILDING ❑ ELECTRIC D ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 289 N.E. 102 Street City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#:_1 1 -3206-013-4970 Is the Building Historically Designated:Yes NO X Occupancy Type: _Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Alfred D. Dowson Phone#: ( 786) 556-4086 Address: 305 N.E. 91 Street City: Miami Shores _State: Fl _Zip: 33138 Tenant/Lessee Name:e Phone#: Email: CONTRACTOR:Company Name: Top Seal Services Phone#: ( 305) 953-3333 Address: 598 N.W. 54 Street City: Miami State: Fl Zip: 33127 Qualifier Name: Ronald Medina Phone#: 305 986-3270 State Certification or Registration#: CCC 13 3 01 1 9 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 24 ,200.00 Square/Linear Footage of Work: 3 7 0 0 sqf t. Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of work. Reroof to a new Flat White Colothru Tile from Boral Specify color of color thru tile: White Colorthru Tile from Boral Submittal Fee$-;*-U Permit Fee$ Ck CCF$ ( CO/CC$ Scanning Fee$ ( -W Radon Fee$_y �� DBPR$ �(Y _Notary$ 91 Technology Fee$ j-®. (X) Training/Education Fee$ 'a) C, Double Fee$ Structural Reviews$ _ _ Bond$ �Z> � TOTAL FEE NOW DUE$ (Revised02/24/2014) h 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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 encement my t be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. i Signature _ Signature OWNER or AGENT NTRACTOR ; The foregoing instrument was acknowledged before me this The foregoing ins umen as acknovy, dged before me this S day of U'C- t. , 20�S , by �_day of ��,�.,,�_ 201 (o by who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �LjSign: Print: 9P Print: P"'••, MARYLOU HERNANDEZ ,?Q.• ,.....>. MARYLOU HERNANDE Seal ;.: .- MYCAMMISSIONMFF059092 Seal: r MY COMMISSION�IFFO;?; :a€ EXPIRES:October 10,2017 ^.• ,a, EXPIRES:October 10: %f pr F Bonded Thru Notary Public Underwriters ,4F F,.•° Bonded Thru Notary Public Un,,: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application'- Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On : 6/18/ Property Information Folio: 1 11-3206-013-4970 Property Address: 289 NE 102 ST Owner ALFRED D DOWSON&W NANCY Mailing Address 305 NE 91 ST MIAMI SHORES, FL 33138-3129 Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 4/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,579 Sq.Ft Lot Size 11,761.05 Sq.Ft Taxable Value Information Year Built 1.1938 2015 2014 2 Assessment Information County Year 2015 2014 2013 Exemption Value $0 $0 Taxable Value $465,853 $425,575 $397 Land Value $282,5711 $246,888 $218,920 School Board Building Value $180,803 $176,178 $176,229 — XF Value $2,479 $2,509 $2,540 Exemption Value $0 $0 Taxable Value $465,853 $425,575 $397. Market Value $465,853 $425,5751 $397,689 City Assessed Value $465,853 $425,575 $397,689 Exemption Value $0 $0 Benefits Information Taxable Value $465,853 $425,575 $397. Benefit Type 2015 2014 2013 Regional Note: Not all benefits are applicable to all Taxable Values(i.e. County, Exemption Value $0 $0 School Board,City, Regional). Taxable Value $465,853 $425,575 . $397. Short Legal Description Sales Information MIAMI SHORES SEC 1 AMD PB 10-70 Previous OR Book- . Price Qualification Description LOTS 22&23 BLK 36 Sale Page LOT SIZE 102.27 X 115 2008 and prior year sales; Qual by OR 17842-1440 1097 1 10/01/1997 j$171,00017842-1440 exam of deed 00000- 11/01/1993 $01 00000 1Qual by exam of deed 06/01/1993 $01 16057-1832 1 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appra and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/18/2015 Miami shores Village num 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: 12/21 /2015 _ 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Alfred D. Dowson Property Address: 289 N.E. 102 St Miami Shores, F1 33138 Roofing Permit Number: Dear Building Official: I Alfred D. Dowson certify that I am not required to retrofit the roof to wall connections of my building because: z The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of1994 edition he Sou Florida Building Code(1994 SFBC) 'IZI�7 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. Swom to and subscribed before me this �S �' d y of Je—v%-_ 020/b MY llr�slau Notary Public, Sate Of Florida at Large f �s iFRF QNM�MWW o,9017 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or mo than$300,000.00,and eDU1101nigW8Sn0t1 C nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 + • Date CERTIFICATE OF LIABILITY INSURANCE 01/05/2016 prodiK,er: Lion Insurance Company This Certificate Is issued as a matter of information only and contevs triorights 2739 U.S Hlgnway 19 N. tic on the Certificate Holder. This Certificate does twt amend,extend or after Holiday. FL 34691 the coverage afforded by the policies below. (727)938-5562 Insurers Attording Coverage NAIC 9 Insured; South East Personnel Leasing, Inc. & Subsldianes insider A Licsr irtxarxe Company 11075 2739 U.S. Highway 19 N. I Holiday, FL 34691 Insurer C ere Insurer D Insurer E Coverages repo cies of insurance listed or.-have been issu ,e the insured n e e po Den i ra n any requirement,term or condition a any con act or cu s:atr,respeo to v. .01 this ce.1n5cale rnd�be issued or rne,pertain the insurance affetded by tine rbOntreS described herein is Suyecr ro all brae terms e:?clusrons.and conditions of sutra pauaes Aggregate 4rrutt,,no-Aar may nave ucry reju,ed u}tiaw Liduns NSR ADDL Policy Effective Policy Expiration Date LTR NSkD Iyp*t of In-,uiance. Policy Number Date Lmits (N1M,DD:YY) (MM/DD/YY) GENERAL LIABILITY Each Occuttence Culnnletetdl 6enefdl Lfdbddy Damage to rented prerrosas;EA Claims Made 11 0CCuI occurrence) Med Exp �ergeral aggregate i mit applies per Personal Aav Inlur, General Aggregate Ma ,rc- 13Pro;e[t � cot: Products•ComWOV A9t1 TO MOBILE LIABILITY Caromed single Lima tEA Accidenn Anv ALro f+ Bodily inturY All 0%ved Autos Wei Persmr Satedured Auto:, Hired Autos BoditY inNIY' Non-ovnred Autos (Per Accident) Property Damage Wer Accident i EXCESSIUMBRELLA LIABILITY Each occurrence uccul D Claims Made Aggregate Deduchbe A Workers Compensation and WC 71949 01101,'2016 01101/2017 X I we 9tatu OTrt Employers'Liability tory Limits ER Any propnetor,paiva:t,rxecu:ive o*n_er rtemoe: E L Each Accident St.00o,000 excluded? NO E1 Disease Ea Employee S1000000 it Yes,descrttx unary;pectal provisions below E L Disease-Polly Lorlds $1 W0.000 Other Lion Insurance Conirpany is A.M.Best Cornpany rated A-(Excellent). AMB#12616 Descriptions of Operations/Loeations/VehiciesfExclusions added by EndorsemenUSpeeial Provisions: Client ID: 91-67-374 Coverage only appy to active employee(s)of South East Employee Leasrnq Serrates,Itu.that are leased to the following'Client Company': Top Seal Services Corp. Coverage only applies to in"ws,incurred by Sash East Personnel Leasing,Inc.&Subsidiaries acture employeeiIs),while worlung in:FL. Coverage does not apply to statutory empdovee(s)or independent contractor(S)of the Orient Company or any o0ter entity. A list of lite active emptuyee(s)leased to the Client Company can be obtained by taxing a request to(727),937-2138 or by ca#tng(727)938-SS62. Project Name: isSUk C8 C1-13(CF? Benin Daae:7 27 13 CERTIFICATE HOLDER CANCELLATION Should any of MB above describe poppies be cancem berms the expration data pt®reot the issuing VILLAGE OF MIAMI SHORES imutut will endeavor to noli 30 days wrmen nonce to Me ce0k ate hotdei named to the left but failure to BUILDING DEPT do w snail lila me,no obligation m nabiuh of anv kind upon the insurer.its agents or reoresentabves 10050 NE 2 AVENUE MIAMI SHORES,FL 33138 III RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA :z DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD G"I 1NGCONTRACTOR '-----_. -telow IS CERTIFIED i. ptov�srons of Chapter 489 FS. tkftl AUG 31 2016 y � MEDOM RONALD ®� © TOA SEAL SERVICES CORP 60 MWW 54 ST MAN FI-3342r s a WM0 t 6QW014 DISPLAY AS REQUIRED BY LAW SEQ# L1406290001116 Scanned by CamScanner l • • 11 • ■ ■ o r; ■ ■ .1 • r ��■■■r■fir■■■��\■/�i,ii■■1!■■ lei■■��■■■f�\■l\�l■%■■■■1��1�. - �;� -ill■■■■��!:■■■�\■V'I■�r■■■1�■��' i_ 1��■■�■■\■■■■\\■■I■Iii■i1�■:�I ' - .:A Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section D t5teeo„Sloped,.Roof SV, s�tem1 Roof System Manufacturer: Boral Roofing, LLC Notice of Acceptance Number: 13-0723.05 Minimum Design Wind Pressures,N Applicable(From RAS 127 or Calculations): P1: -39.1 132: -68.1 P& -100.7 Maximum Design Pressure From the NOA S ific S 40.4 medium paddy Method of gig attachment: Polyfoam Adhesive Setting St"D Sloped Roof System Descriatfon Dwk Type: Food 1 X 6 Underlayr�nt: Roof Slope: I (l ) 301b. ASTM D-226 nsuiatibn: 12 N/A ire or: N/A Ride Ventilation? nor Type&Spacing: 611 O/C @ 1 1/4 RIS nails 2 rows 12 o/ N/A dheshre Tye self adhering Cap hee#: kolystick TU Plus oof Covering: tRoof Helght:- 13L Flat White Saxony 900 Type&Size Drip dge: 3 X 3 26ga. galvaniz ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems,choose either Method I 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 I"Moment Based Tile Calculations Per RAS 12T' (Pt.-39.1 x A_.3'1.3= 12.24-Mg8.12 =Mr,4.12 Product Approval Mf 40.4 a itm pac�7y cP2-�•1 x z -313=_Z--'2-Mg8.12 =M j� Ptoauct Approval Mf 40.4 Mediu[i Pauly x .313=-3-1,53-Mg8.12 =Mr�3� Praiuct Approval Mf 40.4 111942 l pacy Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf Mr required Moment Resistance" Mean Roof Height-> Roof Slope �, 15 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34A 36.0 37A 39.8 4:12 30A 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31A 32.8 34.9 6:12 26A 28.0 29A 30.5 32A 7:12 24A 26.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based file 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 greaterthan orequal to the Fr values, for each area of the roof,then the file attachment method is acceptable. Method 3"Moment Based Tile Calculations Per RAS 12T' (PI: x L = x w:= -W. x cos 8 =Frl Product Approval F (P2: x L = x w:= -W: x cos 8 =Fr2 Product Approval F (P3: x L = x w:=_)-W: x cos B =Fr3 Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table i or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to MS Product Approval Gravity Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated Minimum Attachritent F' Product Approval Resistance Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L=lengthProduct Approval W=width All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE 5th Edition (2014)-BUILDING 15.35 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. 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 Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. &200211.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion 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 betweeg4he owner and the contractor. 2:Renalling 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 X ' g the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contract and/or owner should notify the occupants of adjacent units of roofing work to be performed. cX41 Exposed Ceilings:Exposed,open beam ceilings are where the underside of the roof decking b, wedfrom below.The owner may wish to maintain the architectural appearance,therefore, roofing nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining thisappe rance. 51, Ponding Water:The current roof system and/or deck of the building may not drain well and a cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident Wu 'I t e i inal roofing system is removed. Ponding conditions should be corrected. 6� Overflow scuppers (wall outlets): It is required that rainwater flow off so.that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accor with the requirements of Sections R4402,R4403 and R4413. T'Ventilatfon: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception:Attic spaces,designed by a Florida licensed engineer or registeredt eliminat Yheattic venting,ventincLahall not be recured. Ali / /� wne tint's Signature Date Contra s nate Property Address Permit Number MIMMM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 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 RER-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. RER 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 revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 140717.08 MIAMNDADE COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Sneciflcation Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 6518"x 3133/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 6518"x 3133/$" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 3'33/8" APP polymer modified,fiberglass reinforced, #1&#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65' x 3'3 3/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof #1&#2 tile underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3'33/8" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. COtmrrr NOA No.: 140717.08 17;M11-M- Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton,PA 2.W inter Haven,FL EVIDENCE SUBMITTED: Test A¢encv Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 i PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX2313813 TAS 103/ASTM D4798&G155 02/18/10 DX23138A TAS 103/ASTM D4798&G155 02/18/10 NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 3 of 9 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/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: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/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: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self-adhered. Anchor/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) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical (Optional) laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. �C� NOA No.: 14-0717.08 ,, Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 4 of 9 t A INSTALLATION REQUIREMENTS: 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-'/z"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. GENERAL LimrrATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate roof assemblies.Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 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. Ex sure Limitations(days) MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton,PA. N/A 90 N/A 180 N/A N/A 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 9N-3 of the Florida Administrative Code. NOA No.: 140717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 A 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 Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS.and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. 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 Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus, Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. ,The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. NOA No.: 140717.08 � Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 of 9 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. I Roofing Tiles �� - a (6 Max Per Stack) r� CL 0 6X12 `miN <' , t rj � I 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. 14 MMMM C-0—U—N—T—YIN 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.: 140717.08 ... D Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 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, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,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 7712"or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement 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 can be furnished upon request by our Technical Services Department by calling 1 (800)894-4563. NOA No.: 140717.08 CatHv7Y� Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 8 of 9 r 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(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LINIITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 140717.08 DAD;CCu�rY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 MIAMI-DADE COUNTY KIAMW PRODUCT CONTROL SECTION is 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.551441000 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 RER-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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material falls 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:3Mrm 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMEod4uENOA No.:14-0805.01 Expiration Date: 05/10/17 JAPPROVEDI_-- 4000W Approval Date:09/04/14 Page 1 of 11 a v ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do 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 tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30&100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @I 580F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 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. MIAMtDADeC � NOA No.: 140805.01 APPROVED Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 ` Y •• . EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA 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 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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. 3M"m 2-Component Foam Roof Tile Adhesive AH-160 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 3M7 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their rile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 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 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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)• 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. -Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 14-0805.01 APPROVED�CUNrr Expiration Date: 05/10/17 Approval Date:09/04/14 Page 4 of 11 Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum.Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq.inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq.inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami- Dade County Product Control Seal as shown below. MIAMMDAM ....- m m cOUN7Y BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 14-0805.01 = Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 a ,ft"YOWW&U•,+ Flat/Low Profile Tile ° 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. cin+ 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23(148.4 cm)square inch adhesive r contact with the underside of the tile. Br�r Cla.uw. Nall tkrowlt cCannot Medium Profile/ Double Pan Tile When kA eao�•. t 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. IhL 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. two Omura fm•a• m�e �vwwra� hnu�t High Profile/Single Pan Tile Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner.Insure approximately 17 thong (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. Iet•mne pay. 16 Uwd• NOA No.: 14-0805.01 h�AMeCOt1�ITY Expiration Date: 05/10/17 APPRO_VEOdj' Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 oa "MOM ft"V I 7344 Flat/Low ProSle Tile m 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlook of tin, �►. -° the tile being set.Insure approximately 17(109.7 cm2) s i —23(148.4 cm)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile cw. being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile 1ar9hC •* iQp 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set.Insure approximately 17(109.7 cm2)— ? ' 23 (148.4 cm2)square inch adhesive contact with the slalom oPOO underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan U"Court* Fog" portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2(CONTEwED) High Profile/Single Pan Tile ® 1. Starting at the eave course,apply a minimum 2"(50.8 ® mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm2)— x�`' 2hL 23(148.4 cm)square inch adhesive contact with the +� underside of the file. 2. At the second course,apply a minimum 2"(50.8mm) low CWM" aW x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the WWNAIWW underlayment positioned as shown under the pan lam. n� portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 M1AM�DE�D Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 Wbw 1. On the eave course only,apply a minimum 2"(50.8 ® mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown,under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest 4x4 to the overlock of the tile being set.Leave , * approximately 4"(101.6 mm)up from the eave edge free of foam to prevent the expanded adhesive an 2x4h, from blocking the weep holes. Insure m approximately 17-23 int(109.7-148.4 cm2)of to adhesive contact with the underside of the tile I 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Me the second course line positioned foam paddy under the strengthening rib for flat tile,or under the MAOMMOPhokwomto pan portion of the tile,closest to the underlock for two Mqdrelb the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm?)of adhesive saran tee) contact with the underside of the tile. Me (Instructions continued on nextpage) x4h. x4 Een Clesm EanCemm Fasda Ptr�Elbe't�e NOA No.:14-0805.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3(CONTINUED) y a 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x%" (19 mm)paddy on top of the eave course tile • ta surface as shown,on top of the strengthening rib PaWy• for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. an Install second course of tile.Insure approximately exam. 9(58.1 cm2)- 11 (71cm2)square inch adhesive axa Tcontact with the underside of the tile at the overlap saarand 7(45.2 cm2)-9(58.1 cm2)square inch adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. Fme NIOPnOGTHO MuvHacNOA No.: 14-0805.01 � � Expiration Date: 05/10/17 Approval Date:09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile he" 1. Starting at the eave course,apply a minimum 2" '" e"°"�'ImtO �7°"'�" `°"`�'� 50.8 mm x 10" 254 mm x 1" 25.4 mm foam 2)TvmcoversupWed w*i%phmatfise"h► paddy onto the underlayment positioned as tot Wbomoutskleefteofewumt1le. shown under two adjacent pan tiles.Support eave Then hata9thetft.Enswe Uto 25 sq.IMContact we& ° tiles from rocking until adhesive has a chance to cure. ° ° ° 2. Continue in same manner bringing two pan ° courses up toward the ridge.Insure approximately 65(419.4 cm)—70(451.6 cm) square inch adhesive contact with the underside of the pan tile. (awturshoam) 3. Turn covers upside down exposing the underside fame ROOM of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner nexi+omtop pardw ofa+e save awn cover sue.ntwsmsecmacmmof edge of each side of the cover tile.Leave `Mw`me' SSNOW'wemapproximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel_High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm)-25(161.3 cm)square inch contact area on each side of the cover tile to the pan tile.Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 APPROVED! Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 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 RER-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. RER 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: Saxony 900 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",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.:13-0723.05 APPROVED Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Tvve• Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Descrintion Saxony 900-Slate 1= 17" TAS 112 Flat profile,interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Saxony 900-Split 1= 17" TAS 112 Flat profile,interlocking,high-pressure Shake w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake 1= 17" TAS 112 Flat profile,interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete Width:varies roof pieces for use at hips,rakes,ridges and varying thickness valley terminations manufactured for each tile profile. NOA No.: 13-0723.05 Fur4peC Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBNIITTED: Test Agency Test Identifier Test Name/Renort Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (l.Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs.smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing& R1.894 Physical Properties Aug. 1994 Engineering,Inc. R2.894 TAS 112 R3.894 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 NOA No.: 13-0723.05 �APPROVED Com Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 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 TAS 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 underlayments 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 the applicable Building Code. �Fo�4�eCouw7YNOA No.: 13-0723.05 JAPPROVED Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900(Slate, Shake& Split Shake)Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Welght W(lbf) Length-I (ft) Width-w(ft) Saxony 900 11.5 1.417 1.08 Slate, Shake&Split Shake Table 2: Aerodynamic Multipliers -X(fe) Tile ).(ft ) A.(fe) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake&Split Shake Table 3: Restoring Moments due to Gravity-M9(ft-lbf) Tile 2"•12" 3"•12" 4"•12" 611•12" 611•12" 7'•12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake& Split Shake NOA No.: 13-0723.05 V1 L ,�..OVE4� Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate,Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail(Field 24.3 24.3 24.2 clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 clip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monierl-ifetile Saxony 900 Adhesive 31.3 Slate,Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product,Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monierl-ifetile Saxony 900 Polyfoarn Pol ProTm 118.9 Slate, Shake&Split Shake Polyfoarn Pol ProTm 40.4 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate;Shake&Split Shake 5. Tile-leRoof Tile Mortar NONo.:13-0723.05 Expiration Date: 04/26/176/17 Approval Date: 09/26/13 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR SAXONY 900 TILES(LAKE WALES 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.:13-0723.05 rt a Cotte ••• •1 Expiration Date: 04/26/17 111•• Approval Date: 09/26/13 Page 7 of 10 PROFILE DRAWINGS NAIL HOLES 1-5/32"(Slate) 17" COVERLOCK 13 " UNDERLOCK SAXONY 900-SLATE NOA No.: 13-0723.05 Expiration Date: 04/26/17 JAPPROVEDI Approval Date: 09/26/13 Page 8 of 10 L Y 14 t NAIL HOLES 40 1-9/32"(Shake) 17 " 130 Note:Available Top Surface Finishes 6. Complete We brushed 6. Right half brushed (shown In drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE NOA No.:13-0723.05 APPROVED CCUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 NAIL HOLES 1-9/32"(Shake) 17" ` y 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE NOA No.: 13-0723.05 j APP� Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10