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RF-16-1730 (2) , , �. ,, ;�_ ��'� _ .,,�,�ar� ,..fir' , � «T'� ,��' _ �` � �a :,� � � .- � a&, �.x.�� ,�,.,,�____�__ �,,, �-. ��:� ��,.,�� r ��T`G ''V� `. , :: Irtlspecticn Worksheet Miami Shores village , 10060 N.E.2nd Avenue. NO Shores,FL'. Phone: (305)795-2204 Fax: (3C15i78972 Inspection tiarraber," 1 -21 X11 Permit Number: RF-6-1 -1730 Scheduled'in$aectioh`Date: September 02,2015 Permit Type: Roof Inspector: Mesa; Michel Inspection Type: Final Roof Owner: ALEXAPVDRE,. iEAN WoOk.Classification: Tito Job Address:174 NW 108 Street Miami Shores,FIL 33168-431;3 Phone Number::, Parcel`Number 1121360090020 Project: <NONE> Contractor. PAUL BANGS R!q2FtNG,.1NC.. Phone:(954)981-7663 Building Oeoa!,,hn, ht Comm n .. comments RE-ROOF TILE 21;:S.0 2 SQ FT. IM3PPOTO GtdM1PAl NTS iFalse nsoctor Comments Passed Failed Correction Needed AF Re-I nspedtlon Fee: Pio Additional Inspections can be scheduled until. re4nspaction fee ispaid. F+ur ittspe�tlotiis please Bali:(305)762-4949 Wptember 01,2016 Pates 5 of 21 LA& Phone 954-784-2941 a era800-848-1919 TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Such,FL 33069 fed-eng.com Dated: Wednesday,August 31, 2016 Order Number 16-PBR-348 Paul Bange Roofing, Inc. 7000 S.W. 21st Place Davie, FL 33317 RE: TAS-106 Tile Uplift Test Proposed Roof:Alexandre Residence Permit#: RF-6-16-1730 174 NW 108th Street Miami Shores, FL 33168 In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on August 30, 2016 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of S-Shaped Concrete Tile Foam Set. The pitch of the s bject roof is 3/12. Our field engineer visited the site and conducted 51 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS-106 using an Int rcomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1 -11 Corner See Attached Diagram 35±5 Pounds Passed 12-33 Perimeter See Attached Diagram 35±5 Pounds Passed 34-44 Field See Attached Diagram 35±5 Pounds Passed 45-51 Hip/Ride I See Attached Diagram 35±5 Pounds Passed All test results were found to be in compliance with TAS-106 and the Florida 8 ilding Code The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing un-biased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future. Sir!cerely Keith LeBlanc, P.E. v/ 7 Federal Engineering&Testing, Inc. Florida Reg. No.59394 Certificate of Authorization#5471 Miami-Dade County Certification#16-0203.07 401" • MIMI®OADE 0 Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation N ,-_ � ,�:� i t _! a=0.1 (w)= 0.1(44')=4.4' a=0.4(h)= 0.4(15') =6.0' Perimeter Dimensions= 4.5' Corner Area: 223 S.F. = 11 tests Perimeter Area: 562 S.F. = 22 tests Field Area: 1415 S.F. = 11 tests Ridge Caps: 115 = 7 tests Total Tests Performed. = 51 *All dimensions are approximate* Test Location Sketch Federal Engineering & Testing Inc. 250 SW 13th AVE Pompano Beach, FL 33069 (954) 784-2941 Client: Paul Bange Roofing, Inc. Project: Proposed Roof: Alexandre Residence Test: TAS-106 Tile Uplift Test Project Address: 174 NW 108th Street (Test location sketch is not to scale) Miami Shores, FL 33168 ��address 1�['� k) U l p� 5 ,�� - - >�°�nit =te- I lP A�[ 3® Complete the re-naffing affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Re-bailing Affidavit I am a Florida Professional Engineer, Registered Architect, Li Tensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Iverson certified in the structural discipline under FS468. I hereby cert' gat the existing or supplemental fasteners have satisfied the requirement of table 201.1 (8d rot ead g sh @ b"o ) -tfier's Signature Date Pr' t Certifier's Name S i4scribed before me this day of 20 _ ersonally know me or or produced ID �oa�PU Notary Public'State of Florid® Yvette®orromeo tary Pu State of Florida(signature) pireg Q3ia oto°74520 Complete Secondary Water Barrier affidavit and provide tWo copies signed and notarized. Post in the permit package at first inspection Secondary Water Barrier Affidavit .1 a3m.a Florida Professional Engineer, Registered Architect, Licensed Cc eral Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. I hereby certify that the secondary water barrier has been installed and inspected by me personally it complies with all requirements of FBC 2004 and the hurricane Mitigation requirements; Certifier's Signature Date Print Certif er.'s Name Sworn to and subscribed before me this day of 20 Personally known to me or or produced ID Seal Notary public,State of Florida(signature) i �Wmt 14c 1%1730' , er Roof Miami Shores Village s 10050 N.E.2nd Avenue NWTJ dlf�i/t,S11tCgjff?!' YIiR Miami Shores,FL 33138-0000 Phone: (305)795-2204 :-.v �y P X111* tr EWIS.AP PRWED 1 & :� Expiration: 01/2212017 Project Address Parcel Number Applicant 174 NW 108 Street 1121360090020 JEAN ALEXANDRE Miami Shores, FL 33168-4313 Block: Lot: Owner Information Address Phone Cell JEAN ALEXANDRE 174 NW 108 Street MIAMI SHORES FL 33168-4313 Contractor(s) Phone Cell Phone $ 19,800.00 Valuation: PAUL BANGE ROOFING, INC. (954)981-7663 Total Sq Feet: 2200 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF FLAT 22 SQ FT. Inspection Type: Classification:Residential Tin Cap Scanning:4 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 Invoice# RF-6-16-60287 CCF $12.00 06/22/2016 Check#:2849 $50.00 $803.00 DBPR Fee $4.50 DCA Fee $4.50 07/26/2016 Check#:3018 $803.00 $0.00 Education Surcharge $4.00 Bond#:3166 Permit Fee-New Roof $300.00 Scanning Fee $12.00 Technology Fee $16.00 Total: $853.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL wo�IIk. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin uffiermore I authorize the above-named contractor to do the work stated. July 26, 2016 thorizecl 'gnature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 26,2016 1 • (�,� Miami Shores Village P E D , v uilding Department JUN 2 2 2016 I 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 . 8 j BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No. i PERMIT APPLICATION Sub Permit No.� BUILDING ❑ ELECTRIC 0160OFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:J City: Miami Shores County: Miami Dade Folio/Parcel#: / ®®7 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 7 OWNER:Name(Fee Simp a Titleholder):Re)(cf ilUe jeqPhone#,50,5 5 Address: 0 I City: l State: Ir°� Zip: �l Tenant/Lessee Name: Phone#: Email: c /j40� 2�D CONTRACTOR:Company Name: # C City: f'r � State: 7 / Zi Qualifier Name: k4vL c Avi e- W)l Phoned#: ?S V Ci 8/ 7(,&,3 State Certification or Registration#C Gl� ��I Certificate of Competency#:, DESIGNER:Architect/Engineer: Phoned#: Address: c/ City: State Zip: Value of Work for this Permit:$ / ffi Square/Linear Footage of Work: Type of Work: ❑ A ((Anion-� f�[� Alteration. ❑ New �j❑ Repair/R-eZe, e ❑ Demolition r/ Description of Work: lv� (�-L YJ� T / 7 fz"'�:—•— Specify color of color thru tile: �J�' Submittal Fee$ C� • Permit Fee$ 2�7V ' C� CCF$ t (� CO/CC$ It Scanning Fee$ C/h Radon Fee$ DBPR$ Notary$ Technology Fee$f�, . nzn Training/Education Fee$ Double Fee$ Structural Reviews$ Bon Id$ ra c) ` o TOTAL FEE NOW DUE$ 2-51 50 (Revised02/24/2014) -::As I '=0 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first in ection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wil not be approved and a reinspection fee will be charged. Signatur "04-14 Signatu OWNER or AGENT CONTRACTOR 7011re[ing instr rent was acknowledged before me this The or oing instrument wa acknowledged before me this dayPe�- 20 e0 by day of 20 l ,by d Lwho is personally known to � who is personally known to \\r me or who has produced 1 — as me or who has produced 1 A L. as identification and who did take an oath. identification and who did take an oath. NOTA P B NOTARY PUBL C: Sign Sign: ` Prin '„ l apt .0 'C,..1�� - '.;,4Up o.wnh,QQA L0Z6 _+ «`� Notary Publi -State of Florida `` Notar r of FloridaSeal: *�; N7 Camm.Ex ues Ma 19 2017 y l y P y 5 My Comm.Ex 9 2017 .Commission #FF 179114 = Commissio 1;9114 ^ Bonded through National Notary AssFti Bonded through m4ry Assn. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) DAVIE:954-792-ROOF(7663) 'ad re STATE CERT.CC C0336 1 N.BROW:954-566-ROOF(7663) 0 LICENSED AND INSURED S.BROW:954-981-ROOF(7663) 7000 S.W.21 ST PLACE DADE:305-981-ROOF(7663) IDAVIE,FLORIDA 33317 Yw FAX:954-964-ROOF(7663) a Member of 1-877-981-ROOF(7663) ropooI Better Business Bureau, PROPOSAL SUBMITTED TO DATES' P 0 s NAME 1 B JOB NAME STREET V Q; STREET CITY STATE ZIP CITY r TA ZIP �S 0�f S/' 33/68' EMAIL We hereby submit specification and estimate for PRP.WORK Still GLES Remove existing roof to a clean Workable surface and ® Ins II# se sheet. dispose of debris. ❑ Ins 1 in. ave drip me �eplace rotten sheathing at$ �', per foot. ❑ Insta figerglass f ngus r Istant shingles. ori replaced by square ft.) /p Q ❑ Mfg. olor Install new lead flashing to all plumbing vent stacks. nstall new 26 gauge 16"galvanized rpetal to all /METALlays and tie-ins. �r"' (ls� rider layment. Expose Not Exposed �� fire barrier. ,®pe of roof to be removed( '/ � 1• eave drip metal. FL T ROOF/LO SLOPE metal roof. ® Ins I# base heet as code. ❑Xmine pit's of pl IV fi rglass felt. TILE ❑ in. a drip metal. 11®;Install# fli rc� o� base sheet. ® face cap sheet. / 'nstall -71�3 c-u�/� In.eave drip metal. sulati :YesNo J'Install7;(e P tile underiaymentA111 r,� `e / the set in . nepairs �s fit. ik U J, i 11:� n !7 ' 1,7 I bl We herby propose to tumish r d materials compl in accordance with the above apecificaitarm for the sunt of f dollars($ S100, ®0 payment to be made as faffa ® & v- f f METHOD OF PAYMENT: WARRENTT TO ORIGINAL OWNER:Paul Bangle Roofing Inc.warrents workmanship for a period of rweeS years. CUSTOMER IS URGED TO COVER FURNITURE AND OTHERIMSE PROTECT THEIR PROPERTY THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL / /�/ Authorized Signature'=� Roofing Specialist % ? f `�[7) `C 0 X360-3 CCEPT!C F PROPOSAL ACCEPTED ��1 ,luny 1,ZG 16 Print /, Q 1f✓� Date i ti . . N, Miami shores Village . ® 115111" BuildingDepartment 10050 N.E.2nd Avenue ®R moo Miami Shores, Florida 33138 �l0 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: Lv- 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: eta(& Property Address: 1-14 Q (1) Roofing Permit Number: Dear Building Officia I aegotify that I am not required to retrofit the roof to wail connections of my building because: 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 of 1994 edition of the South Florida Building Code (1994 SFBC) PAA A _,p .4 1 AJ J, , J _)ean 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 r2 1 dayFj 1 Notary Public State of Florida Yvette Bofronneo Notary Public, Sate of Florida at Large b My Commission FF 974820 �m6on �,° Expires03!23!2020 When the just valuation of the structure for purpose o I to or more than$300,000.00,and the building was not constructed with FBC 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 512112009 i i �, I 1, I f i I►'. i i n t', ;i� �B i f ; _ r r., ter' � I I I eztf - � i��. �ulll-1�ti�'S� �! �'Y�f?`JrCil CI•.,li'� ��5' '�".til"C.'. ,t;:� SI lri�l� R��F S`O'S i t=►� IP�t-�R14, � iiv,� i �5F WE 'C I� -.��.,�' G. � t R{!� ■ !�!■ i1� K Ri ## iii■ilr�#■#! #If■X■�R�#■Rf! � !i ■ Vii! ■ R ■ ■ ■ ■ ■ii ■■ 1`.'� yrs l� f i [ ■i !■■i■!■ ■Il p+ �ir tl�€ �� iC i i ! � �lfi ■� � 'L�Ip,■� � 7! �■ �Ri >1 lRM i i�� x� a 'Man � �.z�, �� G�■�i �� _ _ �■ vie ■ �i�■ `` � _ 3 I■ � i � l � � � !i■1`; i �lw:� � � lii�� i i1 J , RI��F � ! Ri 1�;;� �� ■il\.` , ■ �1(��rY�.,�" ��■ ill �,� �� #� ! �■� R�?:1 i � �� i!"�V� 1 "`fig. <a� ,� ■ 11 !IN ■ a in is no a i ■ ■■ fpr ■ f■ l i ,, '4025-2 MIL Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary OFFICE OF THE PROPERTY" A Summary Report Generated On:6/8/2016 Property Information Folio: 11-2136-010-0070 Property Address: 174 NW 108 ST Miami Shores,FL 33168-4313 mr a,> Owner JEAN C ALEXANDRE&W MARIE M Mailing Address 174 NW 108 ST MIAMI SHORES,FL 33168-4313 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 2/1 /0 Floors 1 s Living Units 1 Actual Area 1,624 Sq.Ft Living Area 1,288 Sq.Ft Adjusted Area 1,450 Sq.Ft Taxable Value Information Lot Size 9,150 Sq.Ft 2016 2015 2014 Year Built 1950 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $44,135 $43,481 $42,740 Land Value $164,440 $164,440 $98,074 School Board Building Value $100,920 $100,920 $98,310 Exemption Value $25,000 $25,000 $25,000 XF Value $830 $672 $680 Taxable Value 1 $69,135 $68,481 $67,740 Market Value $266,190 $266,032 $197,064 city Assessed Value $94,135 $93,481 $92,740 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $44,135 $43,481 $42,740 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $44,135 $43,481 $42,740 Cap Reduction $172,055 $172,551 $104,324 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 12/01/1989 $70,000 14374-0626 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 12/01/1987 $62,000 13511-3102 Sales which are qualified Board,City,Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT 6 PB 51-31 LOT 7 BLK 212 LOT SIZE 75.000 X 122 OR 14374-626 1289 1 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 Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 1 of 1 6/8/2016 8:47 AM Florida Building Code Sth Edition(2014) • High-Velocity Hurricane Zone Uniform Permit Application For... •• ••• Roof-system Manufacturer: l® C� +�"�� , • • • • • Notice of Acceptance Number:, .��. � • Minimum Design Wind Pressuros,if Applicable(From RAS 127 or Calculations): Maximum Design Pressure q From the N®A Specific System)*.—, Method of the attachMent:3 M k I i to ftep Sloped Roof Syjtt±ll°I°t Pend Ion ick Type: VQ Q ype Undedayment• {hoof Slope: - nsulatlbn: ZA- 112i+ire SI-Mer., Ridge Ventilation's astener Type&Spacing: i v dhesive Type ype CapShoot: 0� d ®of Covering: Mean Roof Height: Type&Six rip edge: • • • 00: Florida BuildingCode sth Edition 2014 ...00... .. . .0 0••• '• (� ,,, ... U High-Velocity Hurricane Zone Uniform Permit Application Fogg: . .. . ... ORLIO i !! Calcul . . .... . .. . ... . . ...... .• 00 . ... *,;e; . .. . .... For Moment based the systems,cheese eltber Method 1 or 2.Compared the . • .for MP the valises flrom M�If the Mt values are greater tb or squeal to tie r: 0 . 0 .•:• vaiunes,for each area of the roof,then the the attachment method is acceptabig- � :0 0 0 0• . . 00 . . .... Method 1"Moment Based �Tile CalculatioDs Per 127". .0 �j •��:': • NOA Wk Nlg:�-kiL5S3� $ NOA r4, Method 2"SimpMed Tile Calculation Per Table Below" Required Moment of Resistance,(K)From Table Below 419 NOA,Ma MP Required Moment Resistance* Roof$lope HO !! 4iS' 20 261 30' 40' Z-12 31. S.7 42 2 M W2 r34AJ 38.0 2 3014 F3.0 28.4 23.0 32A 7:12 24A 25.9 et 30.A *Must be used in conjunetton with a not of moment based the systems endorsed by the Broword County Board of Rules and Appeals. For Upllft.based die systems use Method 3.Compared the values for F'with the values for'F,If the F'values are greater than or equal to the F,values,for each area-of the roof,these the the attachment method is acceptable. Method 3"UpWt used Tile Calculations Per RAS 127" w:-___)--W: xcos@: = Ft: NOA F'_ a_____)--W: x Colo"—= Fra:. . tNOA F' x we a )•"iY: $!N$�e..r_c Frt. J®�A F' Where to Obtain Information Desc:ri on symbol Where to find Dtalpftmue PlorM03 RAS 127 Table 1 orbyaa 4xftanab%1spsvaroaby IM,trasedonASC1i 7 Meant RoofHelgtt H Job Site RoMfSlope 9 YObsite_ M NOA Resto MomentduafoCita M NOA A emtResisteaco Mr OA Mommtlt M: Calculated MinimumttaO meutl�eslataaoe F' NOA R liftRea m F. Cal Avera eTila ow NOA Tile pimensims 1=lenA N A w-widest AllcalciMonsmustbo m totLol3Mll Officislat9ta of t lk tiow REQUIRED'1TD OWNE S NOTIFICATION C-ATlI ON FOR ROOFING CONS1 DERA'1 IOlyS •••••• 0000 0000. 0 It is the responsibility Of the roofing contractor to provide the owner i�vith the required roofing pg L and to..*•; sees: explain to the owner the content of this foixn. The owner's initials in the designated space indio4ki-tilat the . item has been.explained. 000 see*: . 0000 0 0 0000 1. Aesthetics-workmanship.The workmanship provisions of Chapter 15(High Velocit •••••0 •• • *:so.••• y UTTL .. 00000 e64/are for the purpose of providing that the roofing system meets the wind resistance and wai"r i0puslon • performance standards. Aesthetics(appearance)are not a consideration with respect to workm1nship • 0000. 0000.. provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zonin;VJa,should••• ....: be addressed as part of the agreement between the owner and the contractor. • Wccora' 2- Renailing wood decks:When replacing roofing,the existingwood roof deck may have to be renailed ance with the current provisions of Chapter 36(High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). W(i_3. ommonCRoofs:Common roofs are those which have no visible delineation between neighboring .e.townhouses,condominiums,etc.).In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed, v4a Exposed Ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be d from below. The owner maywlsh to maintain the architectural appearance,therefore,'roofing nail penetrations of the underside of the decking may not be acceptable.The owner provides the option of €naintainingthisappearance. 0 . Ponding Water:The current roof system and/or deck of the building may not drain well and may u e water to pond (accumulate)in low-lying areas of the roof.Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. o g6. Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof Is not loaded from a buildup of water. Perimeterf edge walls or other roof extensions may block this discharge if overflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. I7. Ventilation: Most roof structures should have some ability to vent natural airflow through the nor of the structural assembly(the building itself).The existing amount of attic ventilation shall not be ed. v Oweer's/Agent's Signature: a - ConfractcesSignature: )PerniitNumber: --- -- _ PropertyAddress: — MIAMI-DADE COUNTY MIAMI R PRODUCT CONT.NSFICTIION � I;# :11809 QW 26 SMe't,'Room 209•••• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) ••Miami,Flaric?a;SV 75-2474 '. BOARD AND CODE ADMINISTRATION DIIVISION T(79V3da72590 F'(786)•315-2599•••• .Greg.. NOTICE OF ACCEPTANCE (NOA) Y ;aun;�1.d.�®v_ ou... � e Greg . .. Gro.gg Entegra Roof Tile,LLC 00:06: .. Gr 1259 NE 9th Ave Gr •• 0 '••' •••Gree Okeechobee,FL 34972 """ e •; . . . . Gree... Gree... SCOPE: • • • Gree... This NOA is being issued under the applicable rules and regulations governing the use of co truction mafel;alz.The • documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control lection to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdici ion(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: Bella"High S"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 renews NOA No. 14-1120.05 and consists of pages 1 through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. i NOA No.: 16-0112.06 MfAMI•DADECOUNTY Expiration Date:07/13/21 Approval Date:02/25/16 Page 1 of 5 ROOFING ASSEMBLY APPROVAL ••••`• . . .... ...... Category: Roofing •••� •••�.• Sub-Category: Roofing Tiles •••••• Material: Concrete •'• " • .... .. . ...... Deck Type° Wood • • .... a so ease. 00.00. 0 0 0 0 99:666 1. SCOPE " '• • •• •••••• This approves a roofing system using Entegra Bella"High S"concrete roof tile as mant.T'Adttafed in Ok2echobee, • FL and described in Section 2 of this Notice of Acceptance. For use in locations where the pressure re4q1remerftS"•• as determined by applicable Building Code,do not exceed the design pressure values ftahi4l by caligL tions i;*... compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations Shalt br prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Bella"High S" Length= 16 'h" TAS 112 High profile,interlocking, extruded concrete roof tile Width= 13-'/4" Type 2 equipped with two nail holes. For mechanical,mortar Thickness= '/�' Class II or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 1. Okeechobee,FL 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering, 25-7094-(3,6& 9) Static Uplift Testing Oct. 1994 Inc. TAS 102 The Center for Applied Engineering, 25-7120-(1 &2) Static Uplift Testing Nov. 1994 Inc. TAS 102 The Center for Applied Engineering, 25-7183-(3 &4) Static Uplift Testing Feb. 1995 Inc. TAS 102 The Center for Applied Engineering, 25-7214-(3,4,&7) Static Uplift Testing " March, 1995 Inc. TAS 102 The Center for Applied Engineering, 25-78044 Static Uplift Testing Sep. 1996 Inc. TAS 102 Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services TAS 101 Celotex Corporation 520191-2-1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 NOA No.: 16-0112.06 MIAMI•DADECOUNTY Expiration Date:07/13/21 Approval Date:02/25/16 Page 2 of 5 2.2 EVIDENCE SUBMITTED 0000 Test Agency Test:Identifier Test Naarme/I3epo4 •'• ••ltte ••••:0 00 0 0000 0 Walker Engineering,Inc. Calculations Restoring Momen{••:•• We:007 0000;, IBA Consultants,Inc. 2421-94 ASTM C 1167 •••••• Jure 2006 . 0000.. American Test Lab of South Florida RT1210.03-15 TAS 112-95 :%eed;,015 ••••• . 0 0000.. .. . 00000 3. LIMITATIONS: "0000 ' ••00 •'•••• 0000.. 3.1 Fire classification is not part of this acceptance. •�; 10�12iziq�e 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 0000.. required,refer to applicable building code. ••. '. 0000 • 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform qu'&*erly test in accordance with TAS 112,appendix`A'. Such testing shall be submitted to the Miami-Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Entegra Sales, Inc.'s Bella "High S" 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 Weight W(Ibf) Length-1 (ft) Width-w (ft) Bella "High S"Tile 10.5 1.375 1.08 Table 2: Aerodynamic Multipliers -,\ (ft3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application Bella "High S" Tile 0.349 0.378 Table 3: Restoring Moments due to Gravity- Mg (ft-lbf) Tile 2":12°' 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Bella"High Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct S"Tile Deck Deck Deck Deck Deck Deck 6.19 6.89 6.11 6.80 5.99 6.67 5.85 6.51 5.68 1 6.33 5.50 I6.13 NOA No.:16-0112.06 MIAMI-DADECOUNTY Expiration Date:07/13/21 Approval Date:02/25/16 Page 3 of 5 Table 4: /Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nall-®n Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" plywood) (min. 19/32" plywood) Bella "High 2-10d Ring Shank Nails 28.6 41.2 19.4 S" Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail (Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip 2-10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 33.1 48.1 50.9 1. Installation with a 4"tile headlap and fasterners are located a min. of 2'/Z"from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) 0000 for Two Patty Adhesive Set Systems . • . 0000 0000 . Tile Tile Application Mnimum i t ehment • •..�••Resistanctb 0.00 • Profile 000000 . • Adhesive Soso 28.32. 0000 . Bella "High S"Tile . • • .. 0000 1 See manufactures component approval for installation requirements. 00000. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. *s e e s @ so 3MTM 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. 0000.. Table 6: Attachment Resistance Expressed as a Momenf- #4ft lbf) 0 for Single Patty Adhesive Set Systems •• • Tile Tile Application Minimum Attachment Profile Resistance Bella "High S"Tile 3M'' 2-Component Foam Roof Tile Adhesive AH-160 66.53 3M'" 2-Component Foam Roof Tile Adhesive AH-160 38.74 3 Large patty placement of 63grams of 3W 2-Component Foam Roof Tile Adhesive AH-160. 4 Medium patty placement of 24grams of 3M`' 2-Component Foam Roof Tile Adhesive AH-160. Table 7: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bella "High S"Tile Mortar Set' 24.5 5 Tile-Tite Roof Tile Mortar. N®A No.: 16-0112.O6 MIAMI•DADECOU NTY Expiration Date:07/13/21 '"'• Approval Date:02/25/16 Page 4 of 5 5, LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen in detail below,or following statement: "Miami-Dade County Product Control Approved". OR �JLr= N cT E 0 R �J ENTEGRA SALES BELLA"HIGH S"CONCRETE TILE LABEL (LOCATED UNDERNEATH TILE) BUILDING PERMIT REQUIREMENTS: As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. PROFILE DRAWING •••• . . .... ...... ...... .. . ...... .... . .. ..... ...... .. . ..... .. •• • •• ...... 600.0• • • 6 • • 6060•0 • • ••6•0 6 •• • 13111 16=2' END OF THIS ACCEPTANCE NOA No.: 16-0112.06 MIAMI-DADECOUNTY Expiration Date:07/13/21 Approval Date:02/25/16 Page 5 of 5 MIAMI- b i111AAfY-DADS COUNTY ms "` PRODUCT CONTROL SECTION DEPARTiIENT OF PERiITITING,ENWRONTMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Strecl,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) B.% miamidade.uorll) 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 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 PERA-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,modif,,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determuied 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: 3MT"2-Component Foam Roof Tile Adhesive AH-160 .'. ""• "";' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,cil,'s lMland folletv►ng •••• • 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 th ere*lil:been n8 ch5flge ��• 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 c�ange i0 the0 • materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsernent�of any 1I-001ttat;for • sales,advertising or any other purposes shall automatically terminate this NOA.Failure to con114%tvifi any sgjiop 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# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 'Wmn • Expiration Date:05/10/17 MIQMI•DADE COUNTY Approval Date:05/10/12 VAffm-94,"' Page 1 of 7 ROOFING COMPONENT APPROVAL: Categon-y: Roofing Sub Category; Roof tile adhesive Materials: Polyurethane SCOPE: This approves M"'2-Component FOam Roof Tile Adhesive AR-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For tine 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 Roofiig Application Standard RAS 127,for use with approved flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attaclmient calculations are done as a moment based system for single patty placement,and as all uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MT"s 2-Component Foam N/A TAS 101 Tivo component polyuretliane foam adliesive Roof Tile Adhesive AH- 160 Foani Dispenser RTF 1000 NIA Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment 0000 . . 0000 0000.. PRODUCTS MANUFACTURED BY OTHERS: ' -Dade County Product Control Aclcepted Roof Tile Assembly having a current NOA-kv6k list mWilt; Any Miami .00.00 0 resistance valises with the use of 2-Componesst Foam Roof Tile Adhesive AH-160 0• 0000 .0 0 roof tile adhesive. ' 0000 . .. 0000. 000000 0. 0 00:00' MANUFACTURING LOCATION: • •00 066066 0 i. Tomball,TY. •• 0 0 -0% 0 0000.. PHYSICAL PROPERTIES: ' •'"" Test Results 00 • Pro vert � Density ASTM D 1622 1.6 lbs./ft' 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./Fe 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 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMbDADECOUNTY Approval Date:05/10/12 ..., � Page 2 of 7 Note: Tile physical properties listed alcove are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SuBmi m: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA 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 02101/94 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[I] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 0000 520109-2 '6666• 0600.. 520109-3 ' ' • ' .. 0000 520109-6 52010 -7 520191-1 TAS 101 0....6 03/0219 so 520109-2-1 •0000• 0 •.6' 60000+ .66.6is • 666.. . .. •• .. Osseo. LIMITATIONS: 0. • 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Asset)nbl� ot•f roe rathn . •6 • 2. 3MTI"2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,losi3&hilt tile IitSfiTA! Goo 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RArl2d .0.:' ' 4. Roof Tile manufactures acquiring acceptance for the use o€3MTnt 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test ill accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. 2 F'- MS NOA No.: 12-0228.18 Expiration Date:05/10/17 MfAMI•DADECOUNTY Approval Date:05/10/12 "'' s Page 3 of 7 INSTALLATION: LATION 1. 3MT11'2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MT"'2-Component Foam Roof Tile Adhesive AH-160. 2. 3Mn'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 attaclunent with the use of 3MT"'2-Component Foam Roof Tile Adhesive All-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed tine uplift resistance determined hn compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MT1'2-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 3MT"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. .3g. Company shall supply a list of approved applicators to tine authority having jurisdiction. ••• ••..• ...s 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before applic Tti oneof any;�d'ije &— • The mix ratio between the"A"component and the"B"component shall be maintained bet�vYe ee�nY0-1.15 W: 1'0 ...... (B). The dispense tinier shall be set to deliver 0.0175 to 0.15 pounds per the as determined•0t*0 fibratio no 0• 0.... other settings shall be approved. 00000 • •• *see* 6. 3MT"3 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispalns616142,171000 or .• • .. .. . .. .Osseo ProPack®30& 100 dispensing equipment only, e•3 7. 3MT1'2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed pernnanentl��for 9nn�light. • 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutesafter 21%4TN'2-.""• Component Foam Roof Tile Adhesive AH-160 has been dispensed. . 9. 3Mf1'2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be ill• • accordance with the'Placennent Details'herein. Each genetic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(graves) Flat,Low,High Profiles 41 35 N/A High Profile(2 Plece Barrel #1 17/side on capand 34/ an N/A Flat,Low,High Profiles #2 24 Flat,Low,High Profiles #3 S NOA No.: 12-0228.18 Expiration Date:05/10/17 CMIAMI•DADECOUNTY Approval Date:05/10112 Page 4of7 LABELING: All 3MTR12-Conipollent Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT RE,QUMEMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL I SINGLE PATTY Nall through plastic cement Paco pneathnd) Nall through 0astic cement Paddy(Beneath7de} •.•• Undeda ent Undeda ment • 101n •0*00• •00• 000*0 In _ __-- 10TH. -_ -_ • •• • • •.•••, 21n 0 • Fasela ,pCypyB Fascia • • ••••.• `eapfmp *see . . Eavecourse onty: Favatoursaonry: Eave closure 0.0 EaveCicsure Keepxdhasheapprox Keepadhestveapprox. UP edge 41n upfromweephoks 4laupfromweephofes Hall through plastic cement Paddy 181 a eathTile) 1)Place a nough adhesive to achieve I I to 23 optonat2xdslot Undedayment square lnahesInconiactvAthI epanle sleeppamppLw- Nagthroughpfasticcement - - - 2}Tumcoversupsidadowr.Piaceadhahre112in. To i in.From outside adge of cover tile. 1henlosta0lhetile. o Underlaymant 101n. 2In. =- 0 faraCourse J o o Ent Closure Remmr / Eavaca only lop portion ShesheathingKeapadh se sslvaapprax.4lavp Fascia o lhaeava fromweepholes course cover Gla. Abuttosecondcaurseof Optional PanDIM EnsUfa eaveWof Point-uptdorlar panandtoverD7es are an IongfWdinai nosh alarrefine, edges ofbla Eave closure Wee Fascia Bo r {monarshaam} NOA No.: 12-0228.18 MUaMI•DADSCOUNTY Expiration Date;05/10/17 B r APproval Date;05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE, PATTY Nall through Plastic cement Paddy(Beneath Tile) NailthroughpiasUccement Paddy[Beneath Tito) Undoilaymant uAdedayment 2 In. 7 IM Eaw Course0..000 41 Fascia wee 0 66*69 • 0 •% 0 0 EaveUSUM 0 . Eave Course 0Drtped00, FZsClosure to L 6600:9 0090*0 N4 through plastla 4:ement Paddy(Beneath l[Ite) • 0 0 0 • 0000 0 0 Ueflaymellt • 0 0 S.N •0 • Me Closure EaveCoutse Fascia NOA No.: 12-0228.18 Expiration Date:05/10/17 MIM1•DADECOUiJ7Y Approval Date:05/10/12 Page 6 of 7 ADREsiVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy under Ole (between tile) Underlaymeni Single paddy between tile Pak, 21n.x 71n.medium (under tile) size paddy toy# course only Single paddy ........ 3 In X3 In, 3 In under Ole • x 31n. sinle 4 In. 21n. g Single paddy on '21 4 In. paddyan under• layment under. Payment Single Ea o course on top of!'Ila Single paddyFue In,X71n.medium Course on top of tile size paddy eave % • Fascia course only Dr[Adgl • Nall through plastic cement Single pad under tile, Single paddy between the ln.x3in. 4 In. Single paddy onundedayment 2 n, Single paddy We Closure on top of tile 2 In.x 7 In.medium size paddy eave course only fayec�Ao 0 Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 MIAMI.OAbECOUONTY Expiratloit Date:05/10117 Approval Date:05/10/12 Page 7 of 7 ppAMpp " 8Ry MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,EN`VIRON�IN EN'T,AND RECULXf OR VA FFA M S(PE11805 SW 26 Street,Rown 208 BOARD AND CODE ADIMMI STRATION DIMION MWW,Florida 33175-247=4 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wt�nF.mian�id�dc.eoylpera Owens Coi-ping One Owens CorningParkway Toledo,OH 43659 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 Mialni-Dade County PERA-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 AI-IJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for duality 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. PERA 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: Weatherlocko Specialty Tile c&Metal Underlayinent T LABELING.: Each unit shall bear a permanent label with the manufacturer's name or logo,city � tf and folloo ding 0 . statement: "Miarnui-Dade Cournty Pi-odtict Control Approved",unless otllel�vise tloted herein. �. .so• RENEWAL of this NOA shall be considered after a renewal application has been filed and the;raka�been t ac change hu the applicable building code negatively affecting tlue performance of this product. •••• • •• 00:000 ...... .. . ..... V. . .. .. .. . ...... ERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in t�te •0 materials,use,and/or manufacture of tite product or process.Misuse of this NOA as an endorsimefit pf any,prodltet, *000% for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to couiply with lii�Wtion . of this NOA shall be cause for termination and removal of NOA. •• 0 •... . 000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed ut advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA#09-0908.06 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No,: 12-0309.03 I•UADE COrltJTY MIAM P E Expiration Bate: 07/31/17 Approval Date: 07/05/12 Page I of 3 ROOFING ASSEYmLy APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS TRADE,DAMES OF PRODUCTS MANUI+`ACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Weatherlock° 36"x 33.3'rolls TAS 103 SBS self-adhering asphalt sheet material with a Specialty Tile& 36"x 66.7'rolls white or green glass re-enforced polyester Metal Underlayment surfacing fabric;for use as an underlaynnennt in sloped roof assemblies. MANuACTIIRICN LOCATION: 1. Brenhvood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Undermiters Laboratories, Lae. R14610 Follow up Service 03/28/02 TRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114 (H) 01A/43d/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 15: .• Oft/f707 ••••;• Technologies, LLC, NEI-053-02-01 ASTM D 4798&ASTM G 155*0 0 0 NEI-076-02-01 TAS 103/ASTM D4798 d2/14711 9999.. .. .9090. 9999 APPROVED ASSE144BI.mms: •••• 9 •• ••••• 9999.. 99 . 99 . Deck Type 1: Wood,non-nnsulated,new construction #0 99 0 • 000009 99 9 9 •9 9 9 9 9 999999 • • • Deck Description: 15132"or greater plywood or wood plank ' 9999.. System E(1): Anchor sheet mechanically fastened deck,membrane adhered. 99 • 9999 • 9 Base Sheet: One or more plies of ASTM D 266 Type 11 or ASTM D 2626 with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the laps and hvo staggered rows 12"o.c. the field of the roll. Membrane: One or more plies of Weatherloek`'Specialty Tile&Metal Underlayment with a minimums 4" side lap and 6"end lap. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with Weatherlock®Specialty Tile&Metal Underlayment is acceptable. Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. NOA No.: 12-0309.03 Mtan�ioan�cour�rr Expiration Date: 07/31/17 Approval Date. 07/05/12 Page 2 of 3 . I ILIIAUTATI(ONS: 1. lire classification is not part of this acceptance, 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weatherlock® Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock® Specialty Tile &Metal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock® Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover,but may be applied over roofing Base/Anchor sheet underlayment. S, Weatherlock® Specialty Tile &Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard nlaximuni roof pitch for Weatherlock' Specialty Tile&Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12" 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. S. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. Weatherlock Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing Weatherlock Specialty Tile&Metal underlayment as a component part of an assembly ul the Notice of Acceptance. If Weatherlock' Specialty Tile&Metal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AAJ) 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. •••• 10, All nails in the deck shall be carefully checked for protruding heads. Re-fasten an ' ••e.'• the deck thoroughly to remove any dost and debris prior to application. y loosedae panels.•Swee p 11. When applying the membrane in the valley, start at the lost point and iAork to the high om••••an the leaf brane • • pp y� g y� 'p g p �l'4�� g •u l �....: from the center outward in both directions. For ridge applications, center the membrane Ndlpll fiont t1feoOnter ..... outward in both directions. • ...... .. . ..... t •••••• 2, Rol] or broom the entire membrane surface so as to have 100%contact with the surface,ga��u�AM ••��ecial attention to �• overlap areas. • • • • •••••• 08000 13, Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly gurrellt Prod;et Control Notice of Acceptance and applicable Building Code. •• •••• • 14. 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 Weatherlock®Specialty Tile&Metal underlaynnent shall be applied over the underlayment. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•D DDE COUNTY ,,..IM END OF THIS ACCEPTANCE NOA No.: 12-0309.03 MIAM!DADSCOUtJ IY Expiration Date: 07/31117 Approval Date: 07/05/12 Page 3 of 3